1 10 2010:1 10 2007.qxd - frontistiria.edu.gr file1 10 2010:1 10 2007.qxd - frontistiria.edu.gr
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192
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k α CARACTERISTIQUES DU MONTAGE POIDS DU MONTAGE= daN/m² G1= daN/m² G2= daN/m² BETON CHANTIER= Litres/m² CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN} 4 i s pu bu cu a FLEXION M m M M b fl RA POSE 2 ETAIS si L > à fc28 ft28 τ pu FRG 11 / 12 + 4 / 60 ENTREVOUS RESISTANT BETON CAS DE CHARGE [daN/m²] PORTEES LIMITES AU TRANCHANT [m] PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal) Limite V bu Limite V pu Limite V cu τ τ τ bu pu cu =0.75 =1.80 =0.69 5.40 4.12 5.06 FRG 211 2.07 3.16 3.50 4.18 FRG 311 2.48 3.91 4.24 4.99 FRG 411 2.83 3.96 4.32 5.07 FRG 511 2.87 4.00 4.36 5.13 4.69 3.59 4.40 FRG 211 2.07 2.91 3.16 3.76 FRG 311 2.48 3.60 3.91 4.66 FRG 411 2.83 3.86 4.15 4.84 FRG 511 2.87 3.90 4.19 4.90 3.94 3.02 3.69 FRG 211 2.07 2.62 2.79 3.30 FRG 311 2.48 3.24 3.46 4.09 FRG 411 2.83 3.71 3.94 4.55 FRG 511 2.87 3.76 3.97 4.61 3.56 2.74 3.34 FRG 211 2.07 2.47 2.61 3.07 FRG 311 2.48 3.06 3.23 3.81 FRG 411 2.83 3.50 3.70 4.35 FRG 511 2.87 3.69 3.86 4.46 3.00 2.32 2.82 FRG 211 2.04 2.23 2.33 2.73 FRG 311 2.48 2.77 2.88 3.38 FRG 411 2.82 3.16 3.30 3.86 FRG 511 2.87 3.44 3.59 4.20 6.26 4.76 5.86 FRG 211 2.07 3.40 3.74 4.46 FRG 311 2.48 4.21 4.63 5.51 FRG 411 2.83 4.51 4.88 5.63 FRG 511 2.87 4.55 4.94 5.70 5.32 4.06 4.98 FRG 211 2.07 3.09 3.33 3.96 FRG 311 2.48 3.83 4.13 4.90 FRG 411 2.83 4.34 4.63 5.32 FRG 511 2.87 4.40 4.68 5.39 4.36 3.34 4.09 FRG 211 2.07 2.75 2.91 3.43 FRG 311 2.48 3.41 3.60 4.25 FRG 411 2.83 3.90 4.12 4.86 FRG 511 2.87 4.16 4.38 5.05 5.79 4.41 5.43 FRG 211 2.07 3.27 3.61 4.31 FRG 311 2.48 4.05 4.42 5.17 FRG 411 2.83 4.14 4.49 5.24 FRG 511 2.87 4.19 4.53 5.30 4.99 3.81 4.67 FRG 211 2.07 2.99 3.24 3.86 FRG 311 2.48 3.71 4.02 4.78 FRG 411 2.83 4.01 4.29 5.00 FRG 511 2.87 4.05 4.34 5.05 4.14 3.17 3.88 FRG 211 2.07 2.68 2.85 3.36 FRG 311 2.48 3.32 3.53 4.17 FRG 411 2.83 3.80 4.04 4.69 FRG 511 2.87 3.90 4.11 4.74 0.19 0.24 0.30 1.08 1.58 0.28 0.38 0.45 1.67 2.49 0.36 0.48 0.54 1.99 2.85 0.38 0.55 0.60 2.20 3.31 Section sur appui cm² HA / p FeE400 CLOISONS 100 100 100 100 100 0 0 0 100 100 100 REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150 CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400 L. FLECHE 1 1 1 1 1 1 1 1 1 1 1 Béton chantier: fc28=25.0 MPa Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN SIREP PREFA v 1.24 (c) OTEP 09/09/2008 6229 11.78 4.22 3.00 11.64 1090 1453 1356 1.20 2212 2 529 823 4.15 60.0 4.2 1.80 3 806 1261 4.96 60.0 4.2 1.80 4 1010 1650 5.66 60.0 4.2 1.80 5 1089 1959 5.73 60.0 4.2 1.80 232 28 204 52.8
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I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.404.125.06
FRG 2112.07
3.16
3.50
4.18
FRG 3112.48
3.91
4.24
4.99
FRG 4112.83
3.96
4.32
5.07
FRG 5112.87
4.00
4.36
5.13
4.693.594.40
FRG 2112.07
2.91
3.16
3.76
FRG 3112.48
3.60
3.91
4.66
FRG 4112.83
3.86
4.15
4.84
FRG 5112.87
3.90
4.19
4.90
3.943.023.69
FRG 2112.07
2.62
2.79
3.30
FRG 3112.48
3.24
3.46
4.09
FRG 4112.83
3.71
3.94
4.55
FRG 5112.87
3.76
3.97
4.61
3.562.743.34
FRG 2112.07
2.47
2.61
3.07
FRG 3112.48
3.06
3.23
3.81
FRG 4112.83
3.50
3.70
4.35
FRG 5112.87
3.69
3.86
4.46
3.002.322.82
FRG 2112.04
2.23
2.33
2.73
FRG 3112.48
2.77
2.88
3.38
FRG 4112.82
3.16
3.30
3.86
FRG 5112.87
3.44
3.59
4.20
6.264.765.86
FRG 2112.07
3.40
3.74
4.46
FRG 3112.48
4.21
4.63
5.51
FRG 4112.83
4.51
4.88
5.63
FRG 5112.87
4.55
4.94
5.70
5.324.064.98
FRG 2112.07
3.09
3.33
3.96
FRG 3112.48
3.83
4.13
4.90
FRG 4112.83
4.34
4.63
5.32
FRG 5112.87
4.40
4.68
5.39
4.363.344.09
FRG 2112.07
2.75
2.91
3.43
FRG 3112.48
3.41
3.60
4.25
FRG 4112.83
3.90
4.12
4.86
FRG 5112.87
4.16
4.38
5.05
5.794.415.43
FRG 2112.07
3.27
3.61
4.31
FRG 3112.48
4.05
4.42
5.17
FRG 4112.83
4.14
4.49
5.24
FRG 5112.87
4.19
4.53
5.30
4.993.814.67
FRG 2112.07
2.99
3.24
3.86
FRG 3112.48
3.71
4.02
4.78
FRG 4112.83
4.01
4.29
5.00
FRG 5112.87
4.05
4.34
5.05
4.143.173.88
FRG 2112.07
2.68
2.85
3.36
FRG 3112.48
3.32
3.53
4.17
FRG 4112.83
3.80
4.04
4.69
FRG 5112.87
3.90
4.11
4.74
0.19
0.24
0.30 1.08
1.58
0.28
0.38
0.45 1.67
2.49
0.36
0.48
0.54 1.99
2.85
0.38
0.55
0.60 2.20
3.31
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
6229 11.78 4.22 3.00 11.64 1090 1453 1356 1.20
2212 2 529 823 4.15 60.0 4.2 1.80
3 806 1261 4.96 60.0 4.2 1.80
4 1010 1650 5.66 60.0 4.2 1.80
5 1089 1959 5.73 60.0 4.2 1.80
232
28
204
52.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.226.346.72
FRG 2113.08
3.88
4.30
5.17
FRG 3113.68
4.44
4.82
5.58
FRG 4114.20
4.51
4.91
5.68
FRG 5114.25
4.55
4.97
5.74
6.305.535.86
FRG 2112.97
3.65
3.98
4.74
FRG 3113.67
4.32
4.64
5.35
FRG 4114.11
4.40
4.72
5.44
FRG 5114.25
4.44
4.76
5.50
5.294.654.93
FRG 2112.81
3.35
3.58
4.23
FRG 3113.47
4.13
4.42
5.09
FRG 4113.89
4.24
4.47
5.17
FRG 5114.04
4.28
4.53
5.23
4.794.214.46
FRG 2112.72
3.16
3.35
3.94
FRG 3113.36
3.90
4.13
4.87
FRG 4113.76
4.15
4.35
5.01
FRG 5113.90
4.19
4.40
5.07
4.033.553.76
FRG 2112.56
2.86
2.99
3.50
FRG 3113.16
3.53
3.69
4.33
FRG 4113.53
3.99
4.13
4.74
FRG 5113.67
4.03
4.18
4.80
8.347.327.76
FRG 2113.08
4.16
4.58
5.49
FRG 3113.68
5.03
5.38
6.17
FRG 4114.20
5.10
5.48
6.30
FRG 5114.25
5.16
5.53
6.40
7.126.256.63
FRG 2113.08
3.88
4.20
4.99
FRG 3113.68
4.79
5.15
5.86
FRG 4114.20
4.94
5.23
5.97
FRG 5114.25
4.99
5.28
6.05
5.855.145.45
FRG 2112.92
3.51
3.72
4.39
FRG 3113.60
4.34
4.60
5.42
FRG 4114.03
4.71
4.94
5.59
FRG 5114.19
4.75
4.99
5.67
7.746.797.20
FRG 2113.08
4.01
4.44
5.32
FRG 3113.68
4.63
5.01
5.76
FRG 4114.20
4.71
5.09
5.88
FRG 5114.25
4.75
5.15
5.96
6.685.876.22
FRG 2113.03
3.76
4.08
4.86
FRG 3113.68
4.49
4.80
5.51
FRG 4114.19
4.57
4.88
5.61
FRG 5114.25
4.62
4.94
5.67
5.554.885.17
FRG 2112.86
3.43
3.65
4.31
FRG 3113.54
4.23
4.50
5.22
FRG 4113.96
4.40
4.63
5.30
FRG 5114.11
4.44
4.68
5.36
0.18
0.23
0.28 1.00
1.47
0.27
0.35
0.41 1.46
2.02
0.34
0.44
0.48 1.69
2.33
0.37
0.45
0.49 1.73
2.40
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
5402 10.82 5.18 2.83 11.60 1050 1203 1116 1.20
1564 2 499 812 6.16 60.0 4.2 1.80
3 761 1237 7.37 60.0 4.2 1.80
4 954 1606 8.41 60.0 4.2 1.80
5 1029 1891 8.51 60.0 4.2 1.80
255
48
207
59.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.614.306.19
FRG 3133.23
3.81
4.22
4.99
FRG 4133.48
3.96
4.31
5.07
FRG 5133.65
4.01
4.36
5.13
FRG 6133.58
4.03
4.40
5.17
4.883.745.38
FRG 3133.07
3.54
3.85
4.59
FRG 4133.41
3.86
4.14
4.83
FRG 5133.65
3.91
4.19
4.90
FRG 6133.58
3.94
4.21
4.94
4.093.154.50
FRG 3132.87
3.19
3.40
4.02
FRG 4133.19
3.63
3.88
4.55
FRG 5133.45
3.76
3.97
4.61
FRG 6133.48
3.79
3.99
4.64
3.702.864.07
FRG 3132.76
3.01
3.18
3.74
FRG 4133.07
3.43
3.62
4.27
FRG 5133.31
3.69
3.86
4.46
FRG 6133.35
3.71
3.88
4.48
3.122.423.43
FRG 3132.57
2.72
2.84
3.32
FRG 4132.86
3.10
3.23
3.78
FRG 5133.08
3.41
3.56
4.17
FRG 6133.12
3.45
3.60
4.22
6.504.977.18
FRG 3133.34
4.11
4.52
5.41
FRG 4133.48
4.51
4.88
5.62
FRG 5133.65
4.57
4.94
5.70
FRG 6133.58
4.59
4.97
5.74
5.524.236.09
FRG 3133.23
3.76
4.06
4.82
FRG 4133.48
4.24
4.57
5.32
FRG 5133.65
4.40
4.69
5.39
FRG 6133.58
4.43
4.72
5.44
4.523.484.99
FRG 3133.00
3.35
3.54
4.18
FRG 4133.34
3.82
4.04
4.76
FRG 5133.60
4.15
4.38
5.05
FRG 6133.58
4.19
4.42
5.09
6.024.616.64
FRG 3133.31
3.95
4.36
5.17
FRG 4133.48
4.14
4.49
5.24
FRG 5133.65
4.19
4.54
5.30
FRG 6133.58
4.21
4.57
5.34
5.183.975.71
FRG 3133.15
3.65
3.95
4.70
FRG 4133.48
4.01
4.29
4.99
FRG 5133.65
4.07
4.34
5.05
FRG 6133.58
4.09
4.38
5.09
4.303.314.73
FRG 3132.93
3.27
3.47
4.10
FRG 4133.26
3.72
3.95
4.67
FRG 5133.52
3.91
4.11
4.74
FRG 6133.56
3.94
4.13
4.78
0.30
0.36
0.44 1.61
2.39
0.38
0.46
0.53 1.93
2.79
0.44
0.54
0.60 2.20
3.21
0.45
0.56
0.61 2.25
3.34
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
6267 11.75 4.25 2.18 11.57 1141 1512 1676 1.20
2212 3 746 1220 6.68 60.0 4.2 1.80
4 923 1583 6.96 60.0 4.2 1.80
5 1073 1919 7.29 60.0 4.2 1.80
6 1097 2145 7.15 60.0 4.2 1.80
232
33
199
50.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.566.627.82
FRG 3134.04
4.46
4.84
5.59
FRG 4134.49
4.51
4.92
5.68
FRG 5134.57
4.57
4.97
5.76
FRG 6134.59
4.59
5.01
5.80
6.595.776.81
FRG 3133.84
4.34
4.65
5.36
FRG 4134.28
4.40
4.72
5.44
FRG 5134.46
4.46
4.78
5.51
FRG 6134.47
4.47
4.80
5.55
5.534.855.72
FRG 3133.60
4.03
4.31
5.09
FRG 4134.00
4.24
4.47
5.17
FRG 5134.29
4.29
4.53
5.23
FRG 6134.32
4.32
4.57
5.26
5.014.395.17
FRG 3133.46
3.83
4.06
4.78
FRG 4133.85
4.15
4.36
5.01
FRG 5134.15
4.21
4.40
5.07
FRG 6134.20
4.22
4.44
5.11
4.223.714.36
FRG 3133.23
3.47
3.63
4.25
FRG 4133.59
3.92
4.10
4.74
FRG 5133.87
4.03
4.19
4.80
FRG 6133.91
4.06
4.21
4.84
8.747.649.04
FRG 3134.26
5.01
5.40
6.19
FRG 4134.74
5.11
5.48
6.30
FRG 5135.11
5.17
5.55
6.41
FRG 6135.17
5.21
5.59
6.46
7.456.527.71
FRG 3134.04
4.66
5.04
5.86
FRG 4134.49
4.94
5.23
5.97
FRG 5134.84
5.01
5.30
6.06
FRG 6134.89
5.03
5.33
6.11
6.125.366.33
FRG 3133.76
4.25
4.51
5.31
FRG 4134.18
4.71
4.94
5.59
FRG 5134.51
4.76
5.00
5.67
FRG 6134.56
4.80
5.03
5.72
8.117.098.38
FRG 3134.15
4.64
5.03
5.77
FRG 4134.61
4.71
5.09
5.87
FRG 5134.76
4.76
5.16
5.96
FRG 6134.80
4.80
5.19
6.00
6.996.127.23
FRG 3133.94
4.51
4.82
5.51
FRG 4134.38
4.57
4.89
5.61
FRG 5134.63
4.63
4.96
5.69
FRG 6134.66
4.66
4.99
5.73
5.815.096.01
FRG 3133.68
4.14
4.40
5.20
FRG 4134.09
4.40
4.63
5.30
FRG 5134.41
4.46
4.69
5.37
FRG 6134.46
4.47
4.72
5.40
0.29
0.34
0.39 1.39
1.99
0.36
0.43
0.47 1.67
2.33
0.42
0.45
0.49 1.74
2.40
0.43
0.46
0.49 1.75
2.44
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
5428 10.80 5.20 2.05 11.56 1098 1261 1306 1.20
1564 3 703 1195 9.91 60.0 4.2 1.80
4 870 1540 10.34 60.0 4.2 1.80
5 1012 1850 10.83 60.0 4.2 1.80
6 1034 2047 10.62 60.0 4.2 1.80
255
56
199
55.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.584.355.23
FRG 2112.02
3.23
3.58
4.30
FRG 3112.42
4.00
4.43
5.21
FRG 4112.76
4.15
4.51
5.28
FRG 5112.79
4.19
4.57
5.34
4.883.814.57
FRG 2112.02
2.98
3.24
3.87
FRG 3112.42
3.69
4.01
4.79
FRG 4112.76
4.05
4.34
5.06
FRG 5112.79
4.09
4.38
5.11
4.113.223.86
FRG 2112.02
2.69
2.88
3.40
FRG 3112.42
3.33
3.56
4.21
FRG 4112.76
3.81
4.07
4.78
FRG 5112.79
3.95
4.17
4.84
3.732.933.50
FRG 2112.02
2.54
2.69
3.17
FRG 3112.42
3.14
3.33
3.92
FRG 4112.76
3.60
3.81
4.49
FRG 5112.79
3.86
4.05
4.68
3.162.492.96
FRG 2112.02
2.30
2.40
2.82
FRG 3112.42
2.85
2.97
3.49
FRG 4112.76
3.26
3.40
3.99
FRG 5112.79
3.56
3.72
4.36
6.445.016.03
FRG 2112.02
3.47
3.82
4.58
FRG 3112.42
4.29
4.73
5.66
FRG 4112.76
4.70
5.07
5.84
FRG 5112.79
4.74
5.13
5.92
5.504.295.16
FRG 2112.02
3.16
3.42
4.06
FRG 3112.42
3.91
4.23
5.03
FRG 4112.76
4.48
4.83
5.53
FRG 5112.79
4.58
4.88
5.60
4.543.554.25
FRG 2112.02
2.82
2.99
3.53
FRG 3112.42
3.49
3.70
4.37
FRG 4112.76
4.00
4.24
5.00
FRG 5112.79
4.31
4.57
5.25
5.984.665.60
FRG 2112.02
3.34
3.70
4.43
FRG 3112.42
4.14
4.57
5.37
FRG 4112.76
4.32
4.70
5.46
FRG 5112.79
4.36
4.74
5.51
5.174.044.85
FRG 2112.02
3.07
3.33
3.96
FRG 3112.42
3.79
4.12
4.90
FRG 4112.76
4.21
4.49
5.21
FRG 5112.79
4.24
4.54
5.26
4.313.384.05
FRG 2112.02
2.76
2.93
3.47
FRG 3112.42
3.41
3.63
4.29
FRG 4112.76
3.90
4.15
4.91
FRG 5112.79
4.09
4.30
4.97
0.18
0.24
0.30 1.08
1.60
0.25
0.38
0.46 1.71
2.52
0.33
0.48
0.56 2.07
2.93
0.34
0.56
0.62 2.28
3.30
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7356 12.56 4.44 3.32 12.42 1191 1551 1448 1.20
2484 2 586 888 4.04 60.0 4.2 1.80
3 893 1359 4.69 60.0 4.2 1.80
4 1119 1781 5.13 60.0 4.2 1.80
5 1207 2123 5.59 60.0 4.2 1.80
256
28
227
62.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.426.696.90
FRG 2112.98
4.00
4.43
5.33
FRG 3113.57
4.65
5.05
5.82
FRG 4114.07
4.72
5.13
5.92
FRG 5114.12
4.76
5.18
5.99
6.495.866.04
FRG 2112.96
3.77
4.11
4.91
FRG 3113.57
4.53
4.86
5.57
FRG 4114.07
4.61
4.95
5.67
FRG 5114.12
4.65
4.99
5.74
5.484.955.11
FRG 2112.81
3.44
3.69
4.36
FRG 3113.47
4.25
4.55
5.30
FRG 4113.89
4.46
4.71
5.39
FRG 5114.04
4.49
4.75
5.46
4.974.494.63
FRG 2112.73
3.25
3.45
4.07
FRG 3113.37
4.01
4.26
5.02
FRG 4113.77
4.36
4.57
5.23
FRG 5113.92
4.40
4.62
5.29
4.203.803.92
FRG 2112.58
2.95
3.09
3.62
FRG 3113.18
3.64
3.81
4.47
FRG 4113.56
4.16
4.34
4.99
FRG 5113.70
4.22
4.40
5.04
8.527.687.93
FRG 2112.98
4.26
4.70
5.64
FRG 3113.57
5.21
5.59
6.42
FRG 4114.07
5.28
5.68
6.55
FRG 5114.12
5.34
5.74
6.65
7.316.596.81
FRG 2112.98
4.00
4.33
5.15
FRG 3113.57
4.93
5.34
6.09
FRG 4114.07
5.13
5.44
6.21
FRG 5114.12
5.19
5.49
6.29
6.045.455.63
FRG 2112.91
3.61
3.83
4.52
FRG 3113.57
4.45
4.73
5.58
FRG 4114.02
4.92
5.15
5.82
FRG 5114.12
4.97
5.20
5.90
7.937.157.38
FRG 2112.98
4.12
4.56
5.48
FRG 3113.57
4.84
5.23
5.99
FRG 4114.07
4.92
5.30
6.11
FRG 5114.12
4.97
5.36
6.20
6.886.206.40
FRG 2112.98
3.88
4.22
5.02
FRG 3113.57
4.71
5.03
5.74
FRG 4114.07
4.78
5.11
5.84
FRG 5114.12
4.84
5.16
5.92
5.755.195.35
FRG 2112.86
3.52
3.76
4.44
FRG 3113.53
4.35
4.63
5.44
FRG 4113.95
4.61
4.86
5.53
FRG 5114.10
4.65
4.91
5.59
0.17
0.23
0.28 1.01
1.49
0.26
0.35
0.42 1.50
2.04
0.33
0.45
0.50 1.77
2.43
0.36
0.47
0.51 1.81
2.49
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
6399 11.58 5.42 3.14 12.28 1143 1273 1182 1.20
1771 2 552 877 5.96 60.0 4.2 1.80
3 842 1335 7.13 60.0 4.2 1.80
4 1056 1737 8.14 60.0 4.2 1.80
5 1138 2055 8.24 60.0 4.2 1.80
278
48
230
69.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.744.556.33
FRG 3133.22
3.94
4.36
5.21
FRG 4133.40
4.15
4.51
5.27
FRG 5133.56
4.19
4.57
5.34
FRG 6133.49
4.22
4.61
5.38
5.013.985.52
FRG 3133.07
3.63
3.95
4.71
FRG 4133.40
4.05
4.34
5.05
FRG 5133.56
4.09
4.39
5.11
FRG 6133.49
4.11
4.42
5.15
4.223.374.65
FRG 3132.89
3.28
3.51
4.15
FRG 4133.22
3.74
4.00
4.73
FRG 5133.47
3.96
4.17
4.84
FRG 6133.49
3.97
4.21
4.88
3.833.064.21
FRG 3132.79
3.10
3.28
3.86
FRG 4133.10
3.53
3.74
4.41
FRG 5133.35
3.86
4.05
4.68
FRG 6133.38
3.90
4.07
4.71
3.242.603.56
FRG 3132.61
2.80
2.93
3.43
FRG 4132.91
3.20
3.34
3.92
FRG 5133.13
3.53
3.68
4.32
FRG 6133.17
3.61
3.77
4.41
6.615.247.30
FRG 3133.26
4.23
4.66
5.58
FRG 4133.40
4.70
5.07
5.83
FRG 5133.56
4.75
5.13
5.92
FRG 6133.49
4.78
5.17
5.97
5.654.496.24
FRG 3133.22
3.85
4.16
4.95
FRG 4133.40
4.38
4.74
5.53
FRG 5133.56
4.59
4.90
5.60
FRG 6133.49
4.62
4.93
5.65
4.663.715.13
FRG 3133.01
3.44
3.65
4.30
FRG 4133.35
3.92
4.16
4.91
FRG 5133.56
4.31
4.57
5.26
FRG 6133.49
4.35
4.62
5.29
6.144.876.78
FRG 3133.26
4.07
4.50
5.38
FRG 4133.40
4.32
4.70
5.45
FRG 5133.56
4.38
4.75
5.51
FRG 6133.49
4.40
4.78
5.56
5.314.225.86
FRG 3133.14
3.74
4.05
4.83
FRG 4133.40
4.21
4.49
5.21
FRG 5133.56
4.24
4.55
5.26
FRG 6133.49
4.28
4.58
5.30
4.433.534.88
FRG 3132.95
3.36
3.57
4.22
FRG 4133.28
3.83
4.08
4.81
FRG 5133.54
4.09
4.30
4.97
FRG 6133.49
4.11
4.34
5.01
0.29
0.36
0.45 1.65
2.47
0.37
0.46
0.54 1.98
2.88
0.43
0.55
0.62 2.28
3.27
0.44
0.57
0.64 2.33
3.43
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7412 12.52 4.48 2.42 12.29 1250 1596 1769 1.20
2480 3 828 1318 6.05 60.0 4.2 1.80
4 1024 1714 6.67 60.0 4.2 1.80
5 1192 2082 7.11 60.0 4.2 1.80
6 1217 2341 6.97 60.0 4.2 1.80
256
33
223
60.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.636.997.89
FRG 3134.03
4.66
5.06
5.82
FRG 4134.48
4.72
5.13
5.92
FRG 5134.78
4.78
5.19
5.99
FRG 6134.81
4.81
5.22
6.05
6.676.126.90
FRG 3133.85
4.53
4.88
5.59
FRG 4134.29
4.61
4.95
5.67
FRG 5134.62
4.67
5.01
5.74
FRG 6134.67
4.69
5.03
5.78
5.635.175.82
FRG 3133.63
4.18
4.48
5.30
FRG 4134.04
4.46
4.71
5.38
FRG 5134.35
4.49
4.76
5.46
FRG 6134.40
4.53
4.80
5.49
5.114.695.28
FRG 3133.50
3.95
4.19
4.94
FRG 4133.89
4.36
4.57
5.23
FRG 5134.20
4.41
4.63
5.30
FRG 6134.24
4.44
4.66
5.33
4.323.974.46
FRG 3133.28
3.59
3.75
4.40
FRG 4133.65
4.07
4.26
4.98
FRG 5133.93
4.24
4.40
5.04
FRG 6133.98
4.26
4.43
5.07
8.778.039.07
FRG 3134.23
5.15
5.59
6.42
FRG 4134.70
5.29
5.68
6.54
FRG 5135.07
5.36
5.76
6.65
FRG 6135.13
5.40
5.80
6.72
7.526.897.77
FRG 3134.03
4.81
5.21
6.10
FRG 4134.48
5.13
5.44
6.21
FRG 5134.83
5.20
5.50
6.30
FRG 6134.88
5.23
5.54
6.36
6.215.696.42
FRG 3133.77
4.38
4.65
5.49
FRG 4134.20
4.90
5.15
5.82
FRG 5134.53
4.97
5.21
5.91
FRG 6134.58
5.01
5.24
5.96
8.167.478.43
FRG 3134.12
4.85
5.23
6.01
FRG 4134.59
4.92
5.30
6.11
FRG 5134.95
4.97
5.36
6.21
FRG 6135.00
5.01
5.40
6.25
7.076.487.31
FRG 3133.94
4.67
5.04
5.74
FRG 4134.38
4.78
5.11
5.84
FRG 5134.72
4.84
5.17
5.92
FRG 6134.77
4.88
5.20
5.97
5.915.426.11
FRG 3133.70
4.28
4.56
5.39
FRG 4134.11
4.61
4.86
5.52
FRG 5134.44
4.67
4.92
5.59
FRG 6134.49
4.69
4.96
5.64
0.28
0.34
0.40 1.42
2.04
0.35
0.44
0.48 1.70
2.42
0.40
0.47
0.51 1.81
2.49
0.41
0.48
0.52 1.84
2.52
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
6434 11.55 5.45 2.27 12.23 1196 1311 1357 1.20
1771 3 779 1294 9.59 60.0 4.2 1.80
4 963 1670 10.01 60.0 4.2 1.80
5 1121 2014 10.48 60.0 4.2 1.80
6 1145 2243 10.28 60.0 4.2 1.80
278
56
222
65.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.547.058.23
FRG 514R3.84
4.40
4.78
5.54
FRG 614R3.99
4.46
4.84
5.62
FRG 714R4.25
4.49
4.90
5.68
FRG 814R4.09
4.49
4.91
5.70
5.716.167.17
FRG 514R3.83
4.28
4.60
5.32
FRG 614R3.99
4.34
4.65
5.38
FRG 714R4.25
4.38
4.71
5.44
FRG 814R4.09
4.38
4.71
5.46
4.815.186.03
FRG 514R3.59
4.04
4.32
5.05
FRG 614R3.96
4.19
4.43
5.11
FRG 714R4.19
4.22
4.47
5.16
FRG 814R4.09
4.23
4.47
5.17
4.364.695.46
FRG 514R3.45
3.82
4.04
4.77
FRG 614R3.81
4.10
4.30
4.96
FRG 714R4.03
4.13
4.34
5.01
FRG 814R4.01
4.15
4.34
5.02
3.693.964.60
FRG 514R3.22
3.46
3.61
4.24
FRG 614R3.55
3.81
3.98
4.67
FRG 714R3.76
3.97
4.12
4.72
FRG 814R3.74
3.98
4.13
4.74
7.548.139.49
FRG 514R3.84
4.97
5.34
6.13
FRG 614R3.99
5.04
5.40
6.23
FRG 714R4.25
5.09
5.46
6.30
FRG 814R4.09
5.10
5.48
6.32
6.456.958.11
FRG 514R3.84
4.68
5.06
5.82
FRG 614R3.99
4.86
5.17
5.90
FRG 714R4.25
4.92
5.21
5.97
FRG 814R4.09
4.94
5.23
5.98
5.315.726.67
FRG 514R3.74
4.24
4.50
5.30
FRG 614R3.99
4.64
4.87
5.53
FRG 714R4.25
4.69
4.92
5.59
FRG 814R4.09
4.70
4.94
5.61
7.017.558.81
FRG 514R3.84
4.59
4.97
5.73
FRG 614R3.99
4.64
5.03
5.80
FRG 714R4.25
4.69
5.08
5.87
FRG 814R4.09
4.70
5.09
5.90
6.066.537.61
FRG 514R3.84
4.46
4.76
5.48
FRG 614R3.99
4.51
4.82
5.54
FRG 714R4.25
4.55
4.87
5.60
FRG 814R4.09
4.56
4.88
5.62
5.055.446.33
FRG 514R3.66
4.14
4.41
5.19
FRG 614R3.99
4.34
4.57
5.24
FRG 714R4.25
4.38
4.61
5.29
FRG 814R4.09
4.38
4.63
5.30
0.47
0.57
0.65 2.40
3.43
0.58
0.67
0.75 2.74
4.01
0.65
0.73
0.79 2.89
4.16
0.65
0.74
0.79 2.91
4.21
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
9265 12.07 4.93 2.05 12.10 2094 1937 2457 1.20
2819 5 1250 2113 7.69 60.0 4.2 1.80
6 1526 2562 7.99 60.0 4.2 1.80
7 1704 2921 8.51 60.0 4.2 1.80
8 1688 3110 8.18 60.0 4.2 1.80
261
47
214
58.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.7910.48
9.88
FRG 514R4.94
4.95
5.34
6.16
FRG 614R5.01
5.01
5.41
6.26
FRG 714R5.05
5.05
5.46
6.34
FRG 814R5.07
5.07
5.48
6.36
7.699.178.65
FRG 514R4.71
4.82
5.16
5.90
FRG 614R4.89
4.89
5.23
5.99
FRG 714R4.94
4.94
5.26
6.06
FRG 814R4.96
4.96
5.28
6.07
6.497.737.29
FRG 514R4.42
4.67
4.94
5.61
FRG 614R4.72
4.72
4.99
5.69
FRG 714R4.76
4.76
5.04
5.74
FRG 814R4.78
4.78
5.05
5.76
5.897.016.61
FRG 514R4.25
4.57
4.78
5.46
FRG 614R4.63
4.63
4.86
5.52
FRG 714R4.67
4.67
4.90
5.58
FRG 814R4.67
4.67
4.92
5.59
4.985.915.58
FRG 514R3.97
4.30
4.50
5.19
FRG 614R4.38
4.45
4.61
5.26
FRG 714R4.48
4.48
4.65
5.30
FRG 814R4.49
4.49
4.67
5.32
10.0912.0411.35
FRG 514R5.20
5.51
5.92
6.82
FRG 614R5.59
5.59
6.01
6.96
FRG 714R5.65
5.65
6.08
7.05
FRG 814R5.67
5.67
6.10
7.07
8.6610.33
9.74
FRG 514R4.94
5.35
5.67
6.48
FRG 614R5.42
5.42
5.74
6.59
FRG 714R5.48
5.48
5.80
6.67
FRG 814R5.48
5.48
5.82
6.69
7.168.538.05
FRG 514R4.60
5.13
5.36
6.07
FRG 614R5.09
5.21
5.44
6.17
FRG 714R5.24
5.24
5.48
6.24
FRG 814R5.26
5.26
5.49
6.26
9.3911.2010.56
FRG 514R5.07
5.13
5.52
6.36
FRG 614R5.21
5.21
5.60
6.48
FRG 714R5.24
5.24
5.66
6.55
FRG 814R5.26
5.26
5.67
6.57
8.159.719.16
FRG 514R4.82
5.01
5.32
6.08
FRG 614R5.07
5.07
5.39
6.19
FRG 714R5.12
5.12
5.44
6.25
FRG 814R5.13
5.13
5.46
6.26
6.818.117.65
FRG 514R4.51
4.82
5.07
5.75
FRG 614R4.89
4.89
5.14
5.84
FRG 714R4.94
4.94
5.19
5.90
FRG 814R4.96
4.96
5.20
5.92
0.45
0.53
0.58 2.06
2.85
0.55
0.57
0.61 2.18
2.96
0.58
0.58
0.62 2.21
3.01
0.58
0.58
0.63 2.24
3.03
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7999 11.11 5.89 1.92 12.07 1995 1663 1878 1.20
2037 5 1172 2053 11.07 60.0 4.2 1.80
6 1432 2476 11.50 60.0 4.2 1.80
7 1599 2804 12.25 60.0 4.2 1.80
8 1583 2956 11.78 60.0 4.2 1.80
286
77
209
62.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.774.585.41
FRG 2111.97
3.30
3.66
4.40
FRG 3112.36
4.08
4.53
5.40
FRG 4112.70
4.32
4.72
5.48
FRG 5112.73
4.37
4.76
5.54
5.064.034.74
FRG 2111.97
3.05
3.32
3.97
FRG 3112.36
3.77
4.11
4.90
FRG 4112.70
4.22
4.53
5.26
FRG 5112.73
4.26
4.58
5.32
4.293.424.02
FRG 2111.97
2.76
2.95
3.50
FRG 3112.36
3.41
3.65
4.32
FRG 4112.70
3.91
4.18
4.95
FRG 5112.73
4.13
4.36
5.05
3.903.123.66
FRG 2111.97
2.61
2.77
3.26
FRG 3112.36
3.22
3.42
4.03
FRG 4112.70
3.69
3.92
4.62
FRG 5112.73
4.03
4.24
4.90
3.312.653.11
FRG 2111.97
2.37
2.48
2.90
FRG 3112.36
2.93
3.06
3.59
FRG 4112.70
3.35
3.51
4.11
FRG 5112.73
3.67
3.83
4.50
6.625.256.20
FRG 2111.97
3.53
3.90
4.67
FRG 3112.36
4.37
4.82
5.78
FRG 4112.70
4.88
5.24
6.04
FRG 5112.73
4.94
5.30
6.12
5.694.525.33
FRG 2111.97
3.23
3.50
4.16
FRG 3112.36
3.99
4.32
5.14
FRG 4112.70
4.57
4.95
5.74
FRG 5112.73
4.76
5.07
5.80
4.723.764.42
FRG 2111.97
2.89
3.07
3.63
FRG 3112.36
3.58
3.80
4.48
FRG 4112.70
4.10
4.35
5.13
FRG 5112.73
4.44
4.72
5.46
6.164.895.77
FRG 2111.97
3.41
3.77
4.53
FRG 3112.36
4.21
4.66
5.57
FRG 4112.70
4.50
4.90
5.66
FRG 5112.73
4.55
4.96
5.73
5.364.265.02
FRG 2111.97
3.13
3.41
4.06
FRG 3112.36
3.87
4.21
5.02
FRG 4112.70
4.38
4.69
5.42
FRG 5112.73
4.43
4.74
5.48
4.493.584.21
FRG 2111.97
2.82
3.01
3.56
FRG 3112.36
3.49
3.72
4.40
FRG 4112.70
4.00
4.26
5.04
FRG 5112.73
4.26
4.49
5.18
0.16
0.25
0.30 1.09
1.61
0.23
0.38
0.47 1.71
2.55
0.30
0.48
0.57 2.08
2.98
0.30
0.57
0.63 2.31
3.34
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
8598 13.35 4.65 3.66 13.24 1294 1653 1543 1.20
2772 2 644 953 3.93 60.0 4.2 1.80
3 982 1457 4.27 60.0 4.2 1.80
4 1230 1912 4.66 60.0 4.2 1.80
5 1327 2286 5.46 60.0 4.2 1.80
279
28
251
72.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.657.057.12
FRG 2112.89
4.10
4.56
5.48
FRG 3113.46
4.86
5.24
6.04
FRG 4113.95
4.92
5.32
6.15
FRG 5113.99
4.97
5.38
6.23
6.726.206.26
FRG 2112.89
3.88
4.24
5.06
FRG 3113.46
4.74
5.07
5.80
FRG 4113.95
4.80
5.15
5.90
FRG 5113.99
4.86
5.20
5.98
5.705.265.31
FRG 2112.80
3.53
3.79
4.49
FRG 3113.46
4.35
4.67
5.52
FRG 4113.88
4.65
4.92
5.61
FRG 5113.99
4.70
4.97
5.67
5.184.784.83
FRG 2112.73
3.34
3.55
4.19
FRG 3113.37
4.12
4.38
5.16
FRG 4113.77
4.55
4.78
5.46
FRG 5113.92
4.60
4.84
5.51
4.394.064.10
FRG 2112.59
3.04
3.18
3.73
FRG 3113.20
3.74
3.92
4.60
FRG 4113.58
4.28
4.48
5.20
FRG 5113.72
4.44
4.61
5.24
8.758.068.14
FRG 2112.89
4.35
4.81
5.77
FRG 3113.46
5.38
5.78
6.65
FRG 4113.95
5.48
5.88
6.78
FRG 5113.99
5.53
5.95
6.88
7.546.957.02
FRG 2112.89
4.10
4.45
5.29
FRG 3113.46
5.06
5.49
6.32
FRG 4113.95
5.31
5.63
6.44
FRG 5113.99
5.36
5.69
6.53
6.275.785.84
FRG 2112.89
3.70
3.94
4.65
FRG 3113.46
4.56
4.85
5.73
FRG 4113.95
5.11
5.34
6.05
FRG 5113.99
5.16
5.40
6.13
8.167.527.59
FRG 2112.89
4.22
4.68
5.62
FRG 3113.46
5.04
5.42
6.23
FRG 4113.95
5.11
5.49
6.34
FRG 5113.99
5.16
5.55
6.44
7.116.556.62
FRG 2112.89
3.99
4.34
5.18
FRG 3113.46
4.92
5.23
5.97
FRG 4113.95
4.99
5.30
6.07
FRG 5113.99
5.03
5.36
6.15
5.975.515.56
FRG 2112.85
3.61
3.86
4.57
FRG 3113.46
4.45
4.76
5.63
FRG 4113.93
4.80
5.06
5.74
FRG 5113.99
4.86
5.11
5.82
0.16
0.24
0.28 1.03
1.51
0.25
0.36
0.42 1.52
2.11
0.32
0.45
0.50 1.77
2.48
0.34
0.49
0.53 1.89
2.54
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7494 12.31 5.69 3.45 13.05 1243 1353 1256 1.20
1976 2 608 942 5.78 60.0 4.2 1.80
3 928 1433 6.92 60.0 4.2 1.80
4 1163 1868 7.89 60.0 4.2 1.80
5 1254 2218 7.99 60.0 4.2 1.80
302
48
254
79.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.884.816.49
FRG 3133.18
4.02
4.46
5.36
FRG 4133.31
4.33
4.72
5.48
FRG 5133.47
4.38
4.77
5.55
FRG 6133.40
4.40
4.80
5.59
5.164.225.69
FRG 3133.07
3.71
4.05
4.83
FRG 4133.31
4.22
4.53
5.26
FRG 5133.47
4.26
4.59
5.32
FRG 6133.40
4.30
4.62
5.36
4.373.594.81
FRG 3132.90
3.36
3.60
4.26
FRG 4133.23
3.84
4.11
4.87
FRG 5133.47
4.13
4.36
5.05
FRG 6133.40
4.15
4.40
5.09
3.973.264.37
FRG 3132.81
3.18
3.37
3.98
FRG 4133.12
3.63
3.85
4.54
FRG 5133.37
4.00
4.24
4.90
FRG 6133.40
4.07
4.26
4.94
3.372.783.70
FRG 3132.64
2.88
3.02
3.54
FRG 4132.94
3.29
3.44
4.04
FRG 5133.17
3.63
3.80
4.46
FRG 6133.20
3.76
3.93
4.61
6.755.517.45
FRG 3133.18
4.30
4.75
5.69
FRG 4133.31
4.84
5.24
6.03
FRG 5133.47
4.94
5.31
6.13
FRG 6133.40
4.97
5.35
6.18
5.804.746.40
FRG 3133.18
3.94
4.26
5.07
FRG 4133.31
4.49
4.86
5.73
FRG 5133.47
4.77
5.08
5.81
FRG 6133.40
4.80
5.12
5.86
4.813.945.30
FRG 3133.01
3.53
3.74
4.42
FRG 4133.31
4.02
4.27
5.04
FRG 5133.47
4.44
4.72
5.46
FRG 6133.40
4.51
4.79
5.49
6.285.136.93
FRG 3133.18
4.15
4.60
5.51
FRG 4133.31
4.51
4.90
5.65
FRG 5133.47
4.55
4.96
5.73
FRG 6133.40
4.59
4.99
5.77
5.464.476.02
FRG 3133.13
3.82
4.15
4.95
FRG 4133.31
4.36
4.70
5.41
FRG 5133.47
4.44
4.74
5.48
FRG 6133.40
4.46
4.78
5.51
4.583.755.04
FRG 3132.96
3.44
3.67
4.34
FRG 4133.29
3.93
4.19
4.95
FRG 5133.47
4.26
4.49
5.19
FRG 6133.40
4.30
4.53
5.23
0.29
0.37
0.45 1.65
2.51
0.36
0.47
0.55 2.00
2.97
0.41
0.56
0.63 2.30
3.33
0.42
0.59
0.65 2.40
3.52
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
8682 13.28 4.72 2.67 13.01 1363 1687 1870 1.20
2761 3 914 1416 5.38 60.0 4.2 1.80
4 1130 1845 5.93 60.0 4.2 1.80
5 1315 2246 6.85 60.0 4.2 1.80
6 1344 2538 6.81 60.0 4.2 1.80
279
33
246
70.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.777.388.04
FRG 3134.01
4.86
5.25
6.05
FRG 4134.46
4.92
5.32
6.15
FRG 5134.81
4.98
5.38
6.23
FRG 6134.86
5.01
5.42
6.28
6.836.487.06
FRG 3133.85
4.68
5.09
5.80
FRG 4134.28
4.80
5.15
5.90
FRG 5134.62
4.86
5.21
5.98
FRG 6134.67
4.90
5.23
6.02
5.795.505.98
FRG 3133.65
4.29
4.60
5.45
FRG 4134.06
4.65
4.92
5.61
FRG 5134.37
4.71
4.97
5.67
FRG 6134.42
4.73
5.01
5.72
5.265.005.44
FRG 3133.53
4.06
4.31
5.09
FRG 4133.92
4.55
4.78
5.45
FRG 5134.23
4.61
4.84
5.51
FRG 6134.28
4.64
4.88
5.55
4.464.244.61
FRG 3133.32
3.69
3.87
4.54
FRG 4133.69
4.20
4.40
5.16
FRG 5133.98
4.44
4.61
5.25
FRG 6134.03
4.46
4.64
5.28
8.898.439.19
FRG 3134.18
5.29
5.79
6.65
FRG 4134.65
5.48
5.88
6.78
FRG 5135.02
5.53
5.96
6.89
FRG 6134.98
5.58
6.00
6.96
7.677.277.93
FRG 3134.01
4.96
5.38
6.32
FRG 4134.46
5.31
5.63
6.44
FRG 5134.81
5.38
5.71
6.53
FRG 6134.86
5.42
5.74
6.59
6.376.056.58
FRG 3133.78
4.49
4.78
5.65
FRG 4134.20
5.07
5.34
6.05
FRG 5134.53
5.17
5.40
6.13
FRG 6134.58
5.20
5.44
6.19
8.297.878.58
FRG 3134.09
5.05
5.42
6.24
FRG 4134.55
5.11
5.49
6.34
FRG 5134.91
5.17
5.57
6.44
FRG 6134.96
5.20
5.61
6.49
7.226.857.47
FRG 3133.93
4.81
5.23
5.98
FRG 4134.37
4.99
5.30
6.06
FRG 5134.71
5.04
5.36
6.15
FRG 6134.76
5.07
5.40
6.21
6.065.766.27
FRG 3133.71
4.39
4.69
5.55
FRG 4134.13
4.80
5.06
5.74
FRG 5134.45
4.86
5.12
5.82
FRG 6134.50
4.90
5.15
5.86
0.27
0.35
0.41 1.48
2.07
0.34
0.44
0.49 1.74
2.45
0.39
0.49
0.53 1.89
2.55
0.40
0.50
0.54 1.92
2.58
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7543 12.27 5.73 2.51 12.94 1303 1376 1425 1.20
1974 3 860 1392 9.30 60.0 4.2 1.80
4 1063 1801 9.70 60.0 4.2 1.80
5 1237 2177 10.16 60.0 4.2 1.80
6 1264 2439 9.97 60.0 4.2 1.80
302
56
246
75.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.647.488.34
FRG 514R3.75
4.59
4.99
5.76
FRG 614R3.90
4.65
5.05
5.84
FRG 714R4.15
4.69
5.09
5.90
FRG 814R3.99
4.70
5.11
5.92
5.826.567.30
FRG 514R3.75
4.47
4.80
5.53
FRG 614R3.90
4.53
4.86
5.59
FRG 714R4.15
4.57
4.91
5.65
FRG 814R3.99
4.58
4.93
5.67
4.935.546.17
FRG 514R3.61
4.15
4.45
5.25
FRG 614R3.90
4.38
4.63
5.32
FRG 714R4.15
4.42
4.67
5.36
FRG 814R3.99
4.43
4.69
5.38
4.485.035.60
FRG 514R3.49
3.92
4.16
4.91
FRG 614R3.85
4.28
4.49
5.17
FRG 714R4.07
4.32
4.53
5.21
FRG 814R3.99
4.34
4.55
5.23
3.794.264.73
FRG 514R3.27
3.56
3.73
4.37
FRG 614R3.61
3.92
4.10
4.82
FRG 714R3.82
4.16
4.32
4.96
FRG 814R3.80
4.17
4.32
4.97
7.618.599.58
FRG 514R3.75
5.15
5.52
6.35
FRG 614R3.90
5.21
5.59
6.46
FRG 714R4.15
5.25
5.65
6.52
FRG 814R3.99
5.26
5.67
6.55
6.557.388.22
FRG 514R3.75
4.84
5.24
6.03
FRG 614R3.90
5.05
5.35
6.11
FRG 714R4.15
5.09
5.40
6.19
FRG 814R3.99
5.11
5.42
6.21
5.426.116.80
FRG 514R3.75
4.35
4.62
5.46
FRG 614R3.90
4.79
5.07
5.74
FRG 714R4.15
4.88
5.11
5.80
FRG 814R3.99
4.90
5.13
5.82
7.098.008.91
FRG 514R3.75
4.78
5.17
5.95
FRG 614R3.90
4.84
5.23
6.03
FRG 714R4.15
4.88
5.26
6.09
FRG 814R3.99
4.90
5.28
6.11
6.166.947.74
FRG 514R3.75
4.65
4.97
5.69
FRG 614R3.90
4.71
5.03
5.76
FRG 714R4.15
4.74
5.07
5.82
FRG 814R3.99
4.76
5.09
5.84
5.165.816.47
FRG 514R3.68
4.25
4.53
5.36
FRG 614R3.90
4.53
4.78
5.46
FRG 714R4.15
4.57
4.82
5.50
FRG 814R3.99
4.58
4.84
5.52
0.46
0.57
0.67 2.47
3.53
0.57
0.69
0.77 2.83
3.98
0.64
0.76
0.83 3.02
4.33
0.63
0.77
0.83 3.02
4.38
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10879 12.81 5.19 2.27 12.81 2294 2024 2568 1.20
3143 5 1383 2276 7.50 60.0 4.2 1.80
6 1689 2758 7.40 60.0 4.2 1.80
7 1886 3150 8.29 60.0 4.2 1.80
8 1868 3371 7.98 60.0 4.2 1.80
284
47
237
68.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.8011.10
9.89
FRG 514R4.93
5.14
5.54
6.40
FRG 614R5.20
5.20
5.61
6.49
FRG 714R5.24
5.24
5.67
6.57
FRG 814R5.26
5.26
5.69
6.60
7.739.758.69
FRG 514R4.72
5.03
5.36
6.13
FRG 614R5.09
5.09
5.42
6.23
FRG 714R5.13
5.13
5.48
6.30
FRG 814R5.15
5.15
5.49
6.32
6.568.267.37
FRG 514R4.45
4.88
5.14
5.84
FRG 614R4.92
4.94
5.20
5.92
FRG 714R4.97
4.97
5.24
5.98
FRG 814R4.99
4.99
5.25
5.99
5.967.506.69
FRG 514R4.30
4.77
5.01
5.67
FRG 614R4.75
4.83
5.07
5.74
FRG 714R4.88
4.88
5.11
5.80
FRG 814R4.89
4.89
5.13
5.82
5.056.355.67
FRG 514R4.03
4.46
4.68
5.41
FRG 614R4.45
4.65
4.83
5.48
FRG 714R4.69
4.69
4.88
5.52
FRG 814R4.68
4.71
4.89
5.54
10.0512.7011.31
FRG 514R5.17
5.71
6.13
7.07
FRG 614R5.58
5.78
6.23
7.20
FRG 714R5.84
5.84
6.29
7.30
FRG 814R5.71
5.86
6.31
7.32
8.6810.95
9.76
FRG 514R4.93
5.53
5.87
6.71
FRG 614R5.45
5.61
5.96
6.82
FRG 714R5.67
5.67
6.01
6.92
FRG 814R5.68
5.68
6.03
6.94
7.219.098.11
FRG 514R4.63
5.32
5.56
6.30
FRG 614R5.11
5.38
5.63
6.40
FRG 714R5.40
5.44
5.69
6.48
FRG 814R5.38
5.46
5.71
6.50
9.3811.8510.55
FRG 514R5.05
5.32
5.73
6.61
FRG 614R5.38
5.38
5.80
6.73
FRG 714R5.44
5.44
5.86
6.80
FRG 814R5.46
5.46
5.88
6.82
8.1810.32
9.19
FRG 514R4.82
5.20
5.51
6.32
FRG 614R5.26
5.26
5.59
6.42
FRG 714R5.30
5.30
5.65
6.49
FRG 814R5.32
5.32
5.67
6.51
6.878.657.72
FRG 514R4.54
5.03
5.27
5.98
FRG 614R5.02
5.09
5.34
6.07
FRG 714R5.13
5.13
5.38
6.14
FRG 814R5.15
5.15
5.40
6.16
0.44
0.54
0.59 2.11
2.93
0.54
0.59
0.64 2.27
3.02
0.60
0.60
0.65 2.32
3.08
0.60
0.60
0.65 2.33
3.11
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
9402 11.81 6.19 2.12 12.76 2180 1715 1935 1.20
2279 5 1296 2216 10.74 60.0 4.2 1.80
6 1583 2672 11.16 60.0 4.2 1.80
7 1767 3033 11.88 60.0 4.2 1.80
8 1750 3218 11.42 60.0 4.2 1.80
310
77
233
72.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.645.406.19
FRG 2111.99
3.54
3.93
4.72
FRG 3112.39
4.37
4.85
5.83
FRG 4112.72
4.76
5.17
5.96
FRG 5112.76
4.82
5.22
6.03
5.814.735.42
FRG 2111.99
3.27
3.56
4.25
FRG 3112.39
4.04
4.40
5.25
FRG 4112.72
4.63
4.99
5.71
FRG 5112.76
4.70
5.03
5.77
4.914.014.58
FRG 2111.99
2.96
3.16
3.74
FRG 3112.39
3.65
3.91
4.62
FRG 4112.72
4.19
4.48
5.30
FRG 5112.76
4.53
4.80
5.48
4.463.654.16
FRG 2111.99
2.79
2.96
3.49
FRG 3112.39
3.45
3.65
4.31
FRG 4112.72
3.95
4.19
4.94
FRG 5112.76
4.34
4.59
5.33
3.783.103.53
FRG 2111.99
2.53
2.65
3.10
FRG 3112.39
3.13
3.27
3.83
FRG 4112.72
3.59
3.75
4.40
FRG 5112.76
3.93
4.11
4.82
7.636.197.11
FRG 2111.99
3.79
4.18
5.01
FRG 3112.39
4.69
5.17
6.19
FRG 4112.72
5.32
5.71
6.57
FRG 5112.76
5.38
5.77
6.67
6.545.326.10
FRG 2111.99
3.47
3.75
4.46
FRG 3112.39
4.28
4.63
5.51
FRG 4112.72
4.91
5.31
6.24
FRG 5112.76
5.23
5.52
6.32
5.414.415.05
FRG 2111.99
3.10
3.29
3.88
FRG 3112.39
3.83
4.06
4.79
FRG 4112.72
4.39
4.66
5.50
FRG 5112.76
4.81
5.11
5.94
7.105.776.62
FRG 2111.99
3.66
4.05
4.86
FRG 3112.39
4.52
5.00
6.00
FRG 4112.72
4.97
5.34
6.15
FRG 5112.76
5.01
5.39
6.23
6.165.015.74
FRG 2111.99
3.36
3.65
4.35
FRG 3112.39
4.15
4.51
5.37
FRG 4112.72
4.76
5.15
5.88
FRG 5112.76
4.88
5.19
5.95
5.154.204.81
FRG 2111.99
3.03
3.22
3.81
FRG 3112.39
3.74
3.98
4.71
FRG 4112.72
4.28
4.57
5.40
FRG 5112.76
4.70
4.96
5.63
0.14
0.25
0.30 1.09
1.59
0.20
0.38
0.46 1.69
2.53
0.27
0.49
0.57 2.07
3.00
0.27
0.57
0.65 2.33
3.37
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
11417 14.90 5.10 4.35 14.98 1509 1879 1745 1.20
3359 2 766 1084 3.99 60.0 4.2 1.80
3 1168 1654 4.44 60.0 4.2 1.80
4 1464 2173 4.85 60.0 4.2 1.80
5 1578 2613 5.51 60.0 4.2 1.80
269
28
241
63.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.738.288.10
FRG 2112.89
4.40
4.89
5.87
FRG 3113.46
5.28
5.69
6.55
FRG 4113.95
5.34
5.76
6.67
FRG 5114.00
5.40
5.82
6.75
7.677.277.12
FRG 2112.89
4.16
4.54
5.42
FRG 3113.46
5.12
5.50
6.28
FRG 4113.95
5.23
5.57
6.40
FRG 5114.00
5.28
5.63
6.48
6.506.166.04
FRG 2112.89
3.77
4.04
4.79
FRG 3113.46
4.65
4.98
5.90
FRG 4113.95
5.09
5.34
6.07
FRG 5114.00
5.13
5.40
6.15
5.915.605.49
FRG 2112.84
3.57
3.79
4.47
FRG 3113.46
4.39
4.67
5.51
FRG 4113.92
4.99
5.22
5.91
FRG 5114.00
5.04
5.26
5.98
5.014.754.66
FRG 2112.71
3.24
3.40
3.99
FRG 3113.34
3.99
4.18
4.91
FRG 4113.74
4.57
4.78
5.62
FRG 5113.88
4.86
5.04
5.69
9.999.479.27
FRG 2112.89
4.66
5.15
6.20
FRG 3113.46
5.75
6.26
7.21
FRG 4113.95
5.93
6.37
7.36
FRG 5114.00
5.99
6.46
7.48
8.618.167.99
FRG 2112.89
4.40
4.77
5.68
FRG 3113.46
5.42
5.88
6.86
FRG 4113.95
5.75
6.10
6.98
FRG 5114.00
5.82
6.17
7.08
7.156.786.64
FRG 2112.89
3.95
4.20
4.96
FRG 3113.46
4.87
5.18
6.11
FRG 4113.95
5.53
5.78
6.56
FRG 5114.00
5.59
5.84
6.65
9.328.838.64
FRG 2112.89
4.52
5.01
6.03
FRG 3113.46
5.46
5.88
6.76
FRG 4113.95
5.53
5.96
6.88
FRG 5114.00
5.59
6.02
6.98
8.117.697.53
FRG 2112.89
4.27
4.65
5.54
FRG 3113.46
5.26
5.67
6.48
FRG 4113.95
5.40
5.74
6.57
FRG 5114.00
5.46
5.80
6.67
6.816.466.32
FRG 2112.89
3.86
4.12
4.87
FRG 3113.46
4.75
5.08
6.00
FRG 4113.95
5.23
5.48
6.23
FRG 5114.00
5.28
5.54
6.30
0.16
0.24
0.29 1.05
1.51
0.24
0.36
0.43 1.52
2.13
0.30
0.46
0.50 1.79
2.51
0.33
0.52
0.56 1.98
2.59
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
9941 13.63 6.37 4.14 14.84 1460 1544 1428 1.20
2339 2 729 1073 5.79 60.0 4.2 1.80
3 1112 1629 6.93 60.0 4.2 1.80
4 1394 2130 7.90 60.0 4.2 1.80
5 1503 2545 8.00 60.0 4.2 1.80
301
48
252
74.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.755.727.38
FRG 3133.21
4.32
4.79
5.75
FRG 4133.35
4.78
5.18
5.96
FRG 5133.51
4.82
5.23
6.03
FRG 6133.44
4.86
5.26
6.09
5.915.016.45
FRG 3133.21
3.98
4.34
5.18
FRG 4133.35
4.55
4.97
5.73
FRG 5133.51
4.71
5.05
5.78
FRG 6133.44
4.74
5.08
5.83
4.994.245.45
FRG 3133.06
3.61
3.86
4.56
FRG 4133.35
4.12
4.41
5.22
FRG 5133.51
4.55
4.81
5.49
FRG 6133.44
4.59
4.84
5.53
4.533.854.94
FRG 3132.97
3.41
3.61
4.26
FRG 4133.30
3.89
4.13
4.86
FRG 5133.51
4.30
4.56
5.34
FRG 6133.44
4.47
4.71
5.38
3.843.274.18
FRG 3132.80
3.09
3.23
3.79
FRG 4133.12
3.53
3.69
4.33
FRG 5133.36
3.90
4.08
4.78
FRG 6133.40
4.12
4.30
5.05
7.766.568.48
FRG 3133.21
4.63
5.10
6.12
FRG 4133.35
5.28
5.73
6.58
FRG 5133.51
5.40
5.78
6.67
FRG 6133.44
5.44
5.83
6.74
6.665.647.27
FRG 3133.21
4.23
4.57
5.44
FRG 4133.35
4.83
5.23
6.21
FRG 5133.51
5.23
5.53
6.32
FRG 6133.44
5.26
5.57
6.38
5.514.676.01
FRG 3133.16
3.78
4.01
4.73
FRG 4133.35
4.32
4.59
5.41
FRG 5133.51
4.78
5.07
5.94
FRG 6133.44
4.93
5.23
5.99
7.226.117.89
FRG 3133.21
4.46
4.94
5.93
FRG 4133.35
4.97
5.35
6.16
FRG 5133.51
5.03
5.40
6.24
FRG 6133.44
5.05
5.44
6.28
6.265.306.84
FRG 3133.21
4.10
4.45
5.30
FRG 4133.35
4.69
5.09
5.88
FRG 5133.51
4.90
5.21
5.96
FRG 6133.44
4.93
5.24
6.00
5.244.445.71
FRG 3133.11
3.69
3.93
4.65
FRG 4133.35
4.22
4.49
5.31
FRG 5133.51
4.66
4.96
5.63
FRG 6133.44
4.74
4.99
5.68
0.28
0.37
0.45 1.64
2.46
0.35
0.48
0.56 2.06
2.96
0.41
0.57
0.64 2.32
3.37
0.42
0.62
0.68 2.46
3.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
11600 14.78 5.22 3.20 14.60 1604 1914 2099 1.20
3334 3 1098 1612 5.64 60.0 4.2 1.80
4 1357 2107 6.22 60.0 4.2 1.80
5 1579 2573 7.01 60.0 4.2 1.80
6 1613 2930 6.88 60.0 4.2 1.80
269
33
236
61.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.818.729.05
FRG 3134.15
5.29
5.70
6.55
FRG 4134.61
5.35
5.76
6.67
FRG 5134.98
5.41
5.84
6.76
FRG 6134.99
5.44
5.88
6.82
7.747.667.95
FRG 3134.00
5.05
5.51
6.30
FRG 4134.45
5.24
5.57
6.39
FRG 5134.80
5.29
5.64
6.48
FRG 6134.85
5.32
5.68
6.53
6.566.496.73
FRG 3133.81
4.59
4.92
5.83
FRG 4134.24
5.09
5.34
6.07
FRG 5134.57
5.14
5.40
6.15
FRG 6134.62
5.17
5.44
6.21
5.965.906.12
FRG 3133.70
4.34
4.61
5.44
FRG 4134.11
4.95
5.22
5.90
FRG 5134.44
5.05
5.26
5.98
FRG 6134.48
5.08
5.30
6.02
5.055.005.19
FRG 3133.50
3.94
4.13
4.85
FRG 4133.89
4.50
4.71
5.53
FRG 5134.20
4.87
5.05
5.69
FRG 6134.24
4.90
5.08
5.73
10.089.98
10.36
FRG 3134.31
5.71
6.28
7.23
FRG 4134.79
5.94
6.38
7.35
FRG 5135.09
6.00
6.46
7.48
FRG 6134.99
6.05
6.51
7.55
8.698.608.93
FRG 3134.15
5.35
5.80
6.86
FRG 4134.61
5.76
6.11
6.98
FRG 5134.98
5.82
6.19
7.09
FRG 6134.99
5.87
6.23
7.16
7.217.147.41
FRG 3133.94
4.80
5.11
6.04
FRG 4134.38
5.48
5.78
6.55
FRG 5134.72
5.60
5.86
6.65
FRG 6134.77
5.64
5.90
6.72
9.409.319.66
FRG 3134.23
5.48
5.88
6.76
FRG 4134.70
5.53
5.96
6.88
FRG 5135.07
5.60
6.03
6.98
FRG 6134.99
5.64
6.08
7.05
8.188.108.41
FRG 3134.07
5.20
5.66
6.48
FRG 4134.53
5.41
5.74
6.57
FRG 5134.89
5.47
5.81
6.67
FRG 6134.94
5.50
5.86
6.73
6.876.807.06
FRG 3133.87
4.69
5.01
5.93
FRG 4134.31
5.24
5.49
6.23
FRG 5134.65
5.29
5.55
6.31
FRG 6134.70
5.32
5.59
6.36
0.27
0.35
0.42 1.51
2.13
0.33
0.45
0.50 1.79
2.42
0.38
0.52
0.56 1.99
2.59
0.39
0.53
0.57 2.01
2.65
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10038 13.52 6.48 3.03 14.59 1542 1558 1603 1.20
2325 3 1038 1588 9.32 60.0 4.2 1.80
4 1284 2063 9.72 60.0 4.2 1.80
5 1494 2504 10.18 60.0 4.2 1.80
6 1526 2832 9.98 60.0 4.2 1.80
301
56
244
71.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 4 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.448.999.38
FRG 514R3.78
5.05
5.44
6.26
FRG 614R3.93
5.10
5.49
6.34
FRG 714R4.18
5.13
5.53
6.41
FRG 814R4.02
5.15
5.55
6.44
6.517.868.20
FRG 514R3.78
4.92
5.26
6.01
FRG 614R3.93
4.99
5.30
6.07
FRG 714R4.18
5.02
5.35
6.13
FRG 814R4.02
5.04
5.37
6.17
5.506.636.92
FRG 514R3.78
4.46
4.77
5.65
FRG 614R3.93
4.82
5.09
5.77
FRG 714R4.18
4.86
5.12
5.82
FRG 814R4.02
4.88
5.14
5.85
5.006.016.27
FRG 514R3.69
4.21
4.46
5.27
FRG 614R3.93
4.63
4.91
5.61
FRG 714R4.18
4.76
4.99
5.66
FRG 814R4.02
4.78
5.01
5.69
4.235.085.30
FRG 514R3.48
3.82
3.99
4.69
FRG 614R3.84
4.20
4.39
5.16
FRG 714R4.06
4.50
4.70
5.39
FRG 814R4.02
4.59
4.76
5.41
8.5410.3310.79
FRG 514R3.78
5.61
6.01
6.92
FRG 614R3.93
5.67
6.09
7.01
FRG 714R4.18
5.72
6.15
7.09
FRG 814R4.02
5.74
6.17
7.14
7.338.869.25
FRG 514R3.78
5.22
5.65
6.57
FRG 614R3.93
5.49
5.82
6.65
FRG 714R4.18
5.54
5.87
6.73
FRG 814R4.02
5.57
5.90
6.76
6.067.327.63
FRG 514R3.78
4.67
4.96
5.85
FRG 614R3.93
5.14
5.46
6.24
FRG 714R4.18
5.32
5.55
6.30
FRG 814R4.02
5.34
5.57
6.34
7.959.61
10.03
FRG 514R3.78
5.23
5.62
6.48
FRG 614R3.93
5.28
5.68
6.55
FRG 714R4.18
5.32
5.73
6.63
FRG 814R4.02
5.34
5.74
6.65
6.908.338.69
FRG 514R3.78
5.06
5.42
6.19
FRG 614R3.93
5.16
5.48
6.26
FRG 714R4.18
5.20
5.51
6.32
FRG 814R4.02
5.21
5.53
6.35
5.776.967.26
FRG 514R3.78
4.56
4.86
5.75
FRG 614R3.93
4.99
5.23
5.92
FRG 714R4.18
5.02
5.26
5.98
FRG 814R4.02
5.04
5.28
6.00
0.46
0.58
0.68 2.47
3.51
0.56
0.69
0.78 2.82
3.92
0.63
0.78
0.86 3.09
4.37
0.62
0.81
0.88 3.19
4.42
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14574 14.17 5.83 2.74 14.37 2736 2246 2861 1.20
3747 5 1675 2603 7.56 60.0 4.2 1.80
6 2046 3151 7.85 60.0 4.2 1.80
7 2285 3608 8.37 60.0 4.2 1.80
8 2262 3895 8.04 60.0 4.2 1.80
277
47
230
60.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 4 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.7013.2010.93
FRG 514R5.10
5.56
5.99
6.92
FRG 614R5.56
5.62
6.07
7.03
FRG 714R5.67
5.67
6.13
7.11
FRG 814R5.69
5.69
6.15
7.15
8.5311.59
9.61
FRG 514R4.91
5.45
5.80
6.65
FRG 614R5.43
5.50
5.86
6.74
FRG 714R5.55
5.55
5.92
6.81
FRG 814R5.57
5.57
5.94
6.84
7.249.818.15
FRG 514R4.66
5.28
5.55
6.32
FRG 614R5.15
5.34
5.62
6.40
FRG 714R5.38
5.38
5.67
6.47
FRG 814R5.40
5.40
5.69
6.49
6.588.917.40
FRG 514R4.51
5.20
5.42
6.14
FRG 614R4.99
5.24
5.48
6.23
FRG 714R5.27
5.28
5.53
6.28
FRG 814R5.24
5.30
5.54
6.30
5.587.546.27
FRG 514R4.26
4.77
5.01
5.86
FRG 614R4.70
5.08
5.24
5.92
FRG 714R4.97
5.11
5.29
5.98
FRG 814R4.95
5.13
5.30
5.99
11.0815.0912.49
FRG 514R5.32
6.17
6.63
7.65
FRG 614R5.56
6.24
6.73
7.78
FRG 714R5.92
6.31
6.80
7.88
FRG 814R5.69
6.34
6.83
7.94
9.5713.0110.78
FRG 514R5.10
5.99
6.35
7.26
FRG 614R5.56
6.06
6.44
7.38
FRG 714R5.92
6.12
6.49
7.48
FRG 814R5.69
6.15
6.53
7.51
7.9610.80
8.96
FRG 514R4.82
5.76
6.01
6.82
FRG 614R5.33
5.82
6.09
6.93
FRG 714R5.63
5.88
6.15
7.00
FRG 814R5.61
5.90
6.17
7.03
10.3414.0811.66
FRG 514R5.21
5.76
6.20
7.15
FRG 614R5.56
5.82
6.28
7.26
FRG 714R5.88
5.88
6.34
7.36
FRG 814R5.69
5.90
6.36
7.40
9.0212.2610.16
FRG 514R5.01
5.63
5.98
6.84
FRG 614R5.53
5.69
6.05
6.94
FRG 714R5.73
5.73
6.11
7.01
FRG 814R5.69
5.75
6.13
7.05
7.5810.28
8.53
FRG 514R4.74
5.45
5.71
6.48
FRG 614R5.24
5.50
5.77
6.57
FRG 714R5.54
5.55
5.82
6.64
FRG 814R5.51
5.57
5.84
6.67
0.43
0.55
0.60 2.12
3.00
0.53
0.62
0.66 2.34
3.07
0.59
0.63
0.67 2.39
3.14
0.59
0.63
0.68 2.40
3.17
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12512 12.96 7.04 2.58 14.44 2603 1896 2145 1.20
2665 5 1572 2543 10.71 60.0 4.2 1.80
6 1920 3064 11.12 60.0 4.2 1.80
7 2144 3490 11.85 60.0 4.2 1.80
8 2123 3741 11.39 60.0 4.2 1.80
312
77
235
69.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 4 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.068.99
11.60
FRG 617R4.45
5.10
5.49
6.34
FRG 717R4.78
5.13
5.53
6.40
FRG 817R5.03
5.17
5.58
6.47
7.057.86
10.14
FRG 617R4.45
4.99
5.30
6.07
FRG 717R4.78
5.02
5.34
6.13
FRG 817R5.03
5.06
5.39
6.19
5.966.638.54
FRG 617R4.28
4.77
5.08
5.76
FRG 717R4.56
4.86
5.12
5.82
FRG 817R4.83
4.90
5.16
5.87
5.406.017.73
FRG 617R4.11
4.51
4.78
5.61
FRG 717R4.39
4.76
4.99
5.65
FRG 817R4.65
4.79
5.03
5.71
4.575.086.52
FRG 617R3.84
4.09
4.28
5.02
FRG 717R4.09
4.39
4.60
5.38
FRG 817R4.33
4.61
4.78
5.43
9.2610.3313.35
FRG 617R4.45
5.67
6.09
7.01
FRG 717R4.78
5.73
6.15
7.09
FRG 817R5.03
5.76
6.21
7.18
7.948.86
11.44
FRG 617R4.45
5.49
5.82
6.65
FRG 717R4.78
5.55
5.88
6.73
FRG 817R5.03
5.59
5.92
6.79
6.577.329.43
FRG 617R4.45
5.00
5.31
6.24
FRG 717R4.76
5.32
5.55
6.30
FRG 817R5.03
5.36
5.60
6.36
8.619.61
12.41
FRG 617R4.45
5.28
5.68
6.55
FRG 717R4.78
5.32
5.73
6.61
FRG 817R5.03
5.36
5.77
6.69
7.478.33
10.75
FRG 617R4.45
5.16
5.48
6.25
FRG 717R4.78
5.20
5.51
6.32
FRG 817R5.03
5.23
5.55
6.38
6.256.968.96
FRG 617R4.37
4.88
5.21
5.92
FRG 717R4.66
5.02
5.26
5.98
FRG 817R4.93
5.06
5.30
6.03
0.56
0.66
0.75 2.71
3.92
0.64
0.74
0.82 2.93
4.35
0.72
0.82
0.89 3.22
4.46
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14574 14.17 5.83 1.92 14.37 2736 2442 3563 1.20
3747 6 1774 2988 8.91 60.0 4.2 1.80
7 2018 3446 9.55 60.0 4.2 1.80
8 2261 3895 10.07 60.0 4.2 1.80
277
56
221
56.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 4 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.7313.2013.32
FRG 617R5.63
5.63
6.08
7.03
FRG 717R5.69
5.69
6.14
7.13
FRG 817R5.73
5.73
6.20
7.21
9.4311.5911.70
FRG 617R5.51
5.51
5.88
6.74
FRG 717R5.55
5.55
5.94
6.82
FRG 817R5.61
5.61
5.98
6.90
8.009.819.91
FRG 617R5.24
5.36
5.63
6.41
FRG 717R5.40
5.40
5.68
6.48
FRG 817R5.44
5.44
5.73
6.53
7.278.919.00
FRG 617R5.04
5.26
5.49
6.23
FRG 717R5.30
5.30
5.53
6.28
FRG 817R5.34
5.34
5.58
6.35
6.167.547.61
FRG 617R4.71
5.06
5.26
5.93
FRG 717R5.02
5.13
5.30
5.98
FRG 817R5.16
5.16
5.34
6.03
12.2615.0915.24
FRG 617R6.16
6.27
6.74
7.80
FRG 717R6.34
6.34
6.82
7.92
FRG 817R6.40
6.40
6.90
8.01
10.5913.0113.14
FRG 617R5.85
6.08
6.46
7.40
FRG 717R6.14
6.14
6.51
7.50
FRG 817R6.20
6.20
6.59
7.59
8.8010.8010.91
FRG 617R5.46
5.84
6.11
6.94
FRG 717R5.82
5.89
6.17
7.01
FRG 817R5.94
5.94
6.23
7.10
11.4514.0814.21
FRG 617R5.84
5.84
6.29
7.28
FRG 717R5.89
5.89
6.36
7.37
FRG 817R5.94
5.94
6.42
7.46
9.9812.2612.38
FRG 617R5.70
5.70
6.06
6.96
FRG 717R5.74
5.74
6.12
7.03
FRG 817R5.80
5.80
6.18
7.11
8.3810.2810.38
FRG 617R5.34
5.51
5.78
6.57
FRG 717R5.55
5.55
5.84
6.65
FRG 817R5.61
5.61
5.88
6.72
0.53
0.61
0.67 2.36
3.08
0.60
0.63
0.68 2.40
3.14
0.64
0.64
0.69 2.44
3.22
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12512 12.96 7.04 1.80 14.44 2603 2105 2629 1.20
2665 6 1665 2901 12.61 60.0 4.2 1.80
7 1894 3328 13.52 60.0 4.2 1.80
8 2122 3741 14.25 60.0 4.2 1.80
312
92
221
63.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.795.596.33
FRG 2111.93
3.59
3.99
4.80
FRG 3112.33
4.43
4.92
5.92
FRG 4112.66
4.92
5.31
6.13
FRG 5112.69
4.97
5.36
6.21
5.974.925.57
FRG 2111.93
3.32
3.63
4.33
FRG 3112.33
4.10
4.48
5.34
FRG 4112.66
4.70
5.13
5.88
FRG 5112.69
4.84
5.19
5.95
5.074.194.73
FRG 2111.93
3.01
3.23
3.82
FRG 3112.33
3.72
3.98
4.72
FRG 4112.66
4.26
4.57
5.41
FRG 5112.69
4.68
4.97
5.65
4.613.824.31
FRG 2111.93
2.85
3.02
3.57
FRG 3112.33
3.52
3.73
4.40
FRG 4112.66
4.03
4.28
5.05
FRG 5112.69
4.43
4.70
5.49
3.923.263.66
FRG 2111.93
2.59
2.71
3.18
FRG 3112.33
3.19
3.34
3.92
FRG 4112.66
3.66
3.84
4.50
FRG 5112.69
4.02
4.21
4.94
7.776.397.24
FRG 2111.93
3.84
4.24
5.09
FRG 3112.33
4.74
5.24
6.28
FRG 4112.66
5.44
5.86
6.74
FRG 5112.69
5.51
5.92
6.84
6.705.526.25
FRG 2111.93
3.52
3.81
4.54
FRG 3112.33
4.34
4.71
5.60
FRG 4112.66
4.98
5.40
6.42
FRG 5112.69
5.30
5.67
6.49
5.574.605.20
FRG 2111.93
3.16
3.36
3.96
FRG 3112.33
3.90
4.14
4.89
FRG 4112.66
4.47
4.75
5.61
FRG 5112.69
4.90
5.22
6.10
7.245.966.75
FRG 2111.93
3.71
4.11
4.93
FRG 3112.33
4.58
5.07
6.09
FRG 4112.66
5.10
5.48
6.32
FRG 5112.69
5.15
5.53
6.40
6.315.205.89
FRG 2111.93
3.42
3.72
4.43
FRG 3112.33
4.22
4.59
5.47
FRG 4112.66
4.83
5.26
6.05
FRG 5112.69
5.02
5.34
6.12
5.304.384.95
FRG 2111.93
3.08
3.29
3.89
FRG 3112.33
3.80
4.06
4.80
FRG 4112.66
4.36
4.66
5.51
FRG 5112.69
4.79
5.10
5.79
0.13
0.25
0.30 1.10
1.60
0.19
0.38
0.47 1.69
2.53
0.24
0.49
0.58 2.12
3.08
0.25
0.58
0.66 2.37
3.43
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
13017 15.76 5.24 4.69 15.79 1613 1981 1840 1.19
3725 2 826 1150 3.87 60.0 4.2 1.80
3 1259 1752 4.08 60.0 4.2 1.80
4 1578 2304 4.45 60.0 4.2 1.80
5 1701 2777 5.38 60.0 4.2 1.80
293
28
264
73.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.908.578.26
FRG 2112.81
4.46
4.96
6.01
FRG 3113.36
5.44
5.86
6.75
FRG 4113.84
5.49
5.94
6.87
FRG 5113.89
5.55
6.00
6.96
7.847.567.28
FRG 2112.81
4.23
4.62
5.52
FRG 3113.36
5.21
5.67
6.49
FRG 4113.84
5.39
5.74
6.59
FRG 5113.89
5.44
5.80
6.68
6.676.446.20
FRG 2112.81
3.84
4.13
4.89
FRG 3113.36
4.73
5.08
6.03
FRG 4113.84
5.24
5.51
6.27
FRG 5113.89
5.28
5.57
6.34
6.085.865.65
FRG 2112.81
3.64
3.87
4.57
FRG 3113.36
4.48
4.77
5.63
FRG 4113.84
5.13
5.38
6.10
FRG 5113.89
5.20
5.44
6.17
5.174.994.81
FRG 2112.69
3.31
3.48
4.08
FRG 3113.32
4.08
4.28
5.03
FRG 4113.72
4.67
4.90
5.75
FRG 5113.86
5.03
5.21
5.88
10.139.769.40
FRG 2112.81
4.71
5.21
6.33
FRG 3113.36
5.81
6.43
7.42
FRG 4113.84
6.08
6.54
7.56
FRG 5113.89
6.15
6.63
7.69
8.788.468.15
FRG 2112.81
4.46
4.85
5.78
FRG 3113.36
5.50
5.98
7.05
FRG 4113.84
5.91
6.27
7.19
FRG 5113.89
5.98
6.34
7.28
7.337.066.81
FRG 2112.81
4.02
4.29
5.07
FRG 3113.36
4.95
5.28
6.24
FRG 4113.84
5.67
5.96
6.76
FRG 5113.89
5.74
6.01
6.86
9.479.138.79
FRG 2112.81
4.58
5.08
6.16
FRG 3113.36
5.61
6.04
6.96
FRG 4113.84
5.69
6.13
7.09
FRG 5113.89
5.74
6.21
7.19
8.287.987.69
FRG 2112.81
4.34
4.73
5.65
FRG 3113.36
5.35
5.83
6.67
FRG 4113.84
5.56
5.92
6.78
FRG 5113.89
5.61
5.98
6.88
6.996.736.49
FRG 2112.81
3.93
4.21
4.98
FRG 3113.36
4.84
5.18
6.13
FRG 4113.84
5.39
5.65
6.44
FRG 5113.89
5.44
5.72
6.51
0.15
0.24
0.29 1.05
1.54
0.23
0.36
0.43 1.55
2.18
0.29
0.47
0.52 1.83
2.52
0.31
0.53
0.57 2.02
2.66
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
11411 14.49 6.51 4.47 15.57 1558 1619 1498 1.19
2631 2 787 1139 5.62 60.0 4.2 1.80
3 1200 1727 6.73 60.0 4.2 1.80
4 1504 2260 7.68 60.0 4.2 1.80
5 1621 2709 7.77 60.0 4.2 1.80
324
48
276
84.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.885.957.52
FRG 3133.14
4.38
4.86
5.85
FRG 4133.27
4.94
5.32
6.14
FRG 5133.43
4.98
5.38
6.22
FRG 6133.36
5.01
5.42
6.26
6.055.236.60
FRG 3133.14
4.05
4.42
5.28
FRG 4133.27
4.63
5.06
5.90
FRG 5133.43
4.86
5.21
5.96
FRG 6133.36
4.90
5.23
6.01
5.134.455.60
FRG 3133.04
3.67
3.94
4.66
FRG 4133.27
4.20
4.50
5.33
FRG 5133.43
4.65
4.97
5.67
FRG 6133.36
4.74
5.01
5.71
4.674.055.09
FRG 3132.96
3.47
3.69
4.35
FRG 4133.27
3.97
4.22
4.98
FRG 5133.43
4.39
4.67
5.50
FRG 6133.36
4.60
4.88
5.55
3.973.454.32
FRG 3132.80
3.16
3.30
3.88
FRG 4133.12
3.61
3.78
4.44
FRG 5133.36
3.99
4.18
4.90
FRG 6133.36
4.24
4.44
5.21
7.886.798.61
FRG 3133.14
4.68
5.17
6.21
FRG 4133.27
5.36
5.87
6.76
FRG 5133.43
5.53
5.94
6.86
FRG 6133.36
5.57
5.98
6.92
6.795.877.41
FRG 3133.14
4.29
4.65
5.53
FRG 4133.27
4.91
5.32
6.33
FRG 5133.43
5.37
5.69
6.50
FRG 6133.36
5.40
5.73
6.57
5.644.886.16
FRG 3133.13
3.85
4.09
4.83
FRG 4133.27
4.40
4.68
5.53
FRG 5133.43
4.87
5.18
6.11
FRG 6133.36
5.05
5.37
6.17
7.346.348.02
FRG 3133.14
4.52
5.01
6.02
FRG 4133.27
5.11
5.49
6.34
FRG 5133.43
5.17
5.55
6.42
FRG 6133.36
5.20
5.59
6.48
6.405.536.98
FRG 3133.14
4.17
4.53
5.40
FRG 4133.27
4.76
5.18
6.06
FRG 5133.43
5.04
5.36
6.13
FRG 6133.36
5.07
5.40
6.19
5.384.655.86
FRG 3133.09
3.76
4.01
4.75
FRG 4133.27
4.30
4.59
5.43
FRG 5133.43
4.75
5.08
5.81
FRG 6133.36
4.90
5.15
5.86
0.27
0.37
0.45 1.65
2.47
0.33
0.48
0.58 2.12
2.97
0.39
0.57
0.66 2.37
3.44
0.39
0.63
0.70 2.53
3.69
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
13279 15.63 5.37 3.47 15.34 1721 2010 2205 1.19
3706 3 1189 1711 5.09 60.0 4.2 1.80
4 1470 2237 5.61 60.0 4.2 1.80
5 1710 2736 6.48 60.0 4.2 1.80
6 1747 3126 6.72 60.0 4.2 1.80
293
33
260
71.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.939.089.18
FRG 3134.09
5.45
5.87
6.76
FRG 4134.55
5.51
5.94
6.87
FRG 5134.91
5.57
6.01
6.98
FRG 6134.85
5.61
6.06
7.03
7.888.008.09
FRG 3133.96
5.14
5.63
6.49
FRG 4134.41
5.40
5.75
6.59
FRG 5134.76
5.46
5.82
6.69
FRG 6134.81
5.49
5.86
6.74
6.706.816.88
FRG 3133.79
4.68
5.02
5.95
FRG 4134.22
5.24
5.51
6.27
FRG 5134.55
5.30
5.57
6.36
FRG 6134.60
5.34
5.61
6.42
6.106.206.27
FRG 3133.69
4.43
4.71
5.57
FRG 4134.10
5.05
5.38
6.11
FRG 5134.43
5.21
5.44
6.18
FRG 6134.47
5.24
5.48
6.23
5.195.275.33
FRG 3133.51
4.03
4.23
4.97
FRG 4133.90
4.60
4.83
5.67
FRG 5134.21
5.04
5.22
5.89
FRG 6134.25
5.07
5.24
5.94
10.1810.3410.46
FRG 3134.24
5.81
6.42
7.42
FRG 4134.71
6.09
6.55
7.55
FRG 5134.94
6.17
6.64
7.69
FRG 6134.85
6.22
6.71
7.77
8.818.969.06
FRG 3134.09
5.44
5.91
7.04
FRG 4134.55
5.92
6.28
7.19
FRG 5134.91
5.99
6.36
7.30
FRG 6134.85
6.03
6.42
7.38
7.367.477.56
FRG 3133.90
4.89
5.22
6.17
FRG 4134.34
5.58
5.95
6.76
FRG 5134.68
5.76
6.03
6.86
FRG 6134.73
5.80
6.08
6.93
9.519.679.77
FRG 3134.16
5.63
6.05
6.98
FRG 4134.63
5.70
6.14
7.09
FRG 5134.94
5.76
6.21
7.20
FRG 6134.85
5.80
6.26
7.26
8.328.458.55
FRG 3134.03
5.28
5.76
6.69
FRG 4134.48
5.57
5.92
6.78
FRG 5134.83
5.63
5.99
6.88
FRG 6134.85
5.67
6.03
6.95
7.017.137.20
FRG 3133.85
4.78
5.12
6.06
FRG 4134.28
5.40
5.67
6.44
FRG 5134.62
5.46
5.73
6.51
FRG 6134.66
5.49
5.76
6.57
0.26
0.35
0.43 1.53
2.17
0.32
0.45
0.51 1.83
2.44
0.37
0.54
0.57 2.03
2.67
0.38
0.54
0.58 2.05
2.72
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
11561 14.36 6.64 3.28 15.23 1654 1626 1673 1.19
2614 3 1126 1686 9.05 60.0 4.2 1.80
4 1392 2194 9.44 60.0 4.2 1.80
5 1620 2668 9.89 60.0 4.2 1.80
6 1655 3028 9.70 60.0 4.2 1.80
324
56
268
81.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.539.399.50
FRG 514R3.69
5.21
5.60
6.46
FRG 614R3.84
5.24
5.66
6.53
FRG 714R4.09
5.28
5.71
6.61
FRG 814R3.93
5.30
5.73
6.63
6.628.258.34
FRG 514R3.69
5.01
5.42
6.20
FRG 614R3.84
5.14
5.48
6.26
FRG 714R4.09
5.17
5.51
6.33
FRG 814R3.93
5.19
5.53
6.36
5.626.997.06
FRG 514R3.69
4.55
4.87
5.77
FRG 614R3.84
4.99
5.24
5.96
FRG 714R4.09
5.03
5.28
6.01
FRG 814R3.93
5.04
5.30
6.04
5.116.356.42
FRG 514R3.69
4.30
4.57
5.39
FRG 614R3.84
4.73
5.02
5.80
FRG 714R4.09
4.93
5.15
5.84
FRG 814R3.93
4.96
5.17
5.87
4.355.385.44
FRG 514R3.49
3.91
4.09
4.80
FRG 614R3.84
4.30
4.50
5.28
FRG 714R4.08
4.60
4.82
5.57
FRG 814R3.93
4.76
4.96
5.59
8.6010.7510.87
FRG 514R3.69
5.75
6.18
7.11
FRG 614R3.84
5.82
6.24
7.21
FRG 714R4.09
5.86
6.30
7.29
FRG 814R3.93
5.89
6.34
7.34
7.439.269.36
FRG 514R3.69
5.30
5.75
6.76
FRG 614R3.84
5.65
5.98
6.84
FRG 714R4.09
5.69
6.03
6.92
FRG 814R3.93
5.72
6.07
6.96
6.187.697.77
FRG 514R3.69
4.76
5.06
5.98
FRG 614R3.84
5.24
5.57
6.44
FRG 714R4.09
5.48
5.73
6.49
FRG 814R3.93
5.49
5.74
6.53
8.0310.0210.13
FRG 514R3.69
5.38
5.78
6.67
FRG 614R3.84
5.44
5.84
6.74
FRG 714R4.09
5.48
5.90
6.82
FRG 814R3.93
5.49
5.92
6.86
7.008.738.82
FRG 514R3.69
5.15
5.58
6.38
FRG 614R3.84
5.30
5.63
6.46
FRG 714R4.09
5.34
5.69
6.51
FRG 814R3.93
5.36
5.71
6.55
5.897.327.40
FRG 514R3.69
4.65
4.97
5.87
FRG 614R3.84
5.11
5.38
6.11
FRG 714R4.09
5.17
5.42
6.17
FRG 814R3.93
5.19
5.45
6.20
0.44
0.59
0.69 2.50
3.62
0.54
0.70
0.79 2.84
4.02
0.61
0.78
0.86 3.10
4.46
0.56
0.84
0.91 3.31
4.51
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16775 15.00 6.00 2.98 14.98 2950 2342 2983 1.19
4195 5 1821 2767 7.39 60.0 4.2 1.80
6 2223 3347 6.42 60.0 4.2 1.80
7 2483 3837 7.20 60.0 4.2 1.80
8 2459 4156 7.85 60.0 4.2 1.80
300
47
253
70.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.7613.8211.00
FRG 514R5.06
5.73
6.19
7.15
FRG 614R5.40
5.79
6.26
7.25
FRG 714R5.76
5.84
6.32
7.34
FRG 814R5.53
5.86
6.34
7.38
8.6212.18
9.71
FRG 514R4.88
5.61
5.98
6.86
FRG 614R5.40
5.67
6.05
6.96
FRG 714R5.70
5.73
6.11
7.03
FRG 814R5.53
5.74
6.13
7.07
7.3410.36
8.26
FRG 514R4.66
5.46
5.74
6.53
FRG 614R5.14
5.51
5.80
6.61
FRG 714R5.44
5.55
5.86
6.69
FRG 814R5.41
5.57
5.88
6.72
6.699.427.52
FRG 514R4.52
5.36
5.61
6.34
FRG 614R4.99
5.42
5.67
6.44
FRG 714R5.28
5.46
5.71
6.49
FRG 814R5.25
5.48
5.73
6.52
5.698.006.40
FRG 514R4.28
4.89
5.13
6.03
FRG 614R4.73
5.24
5.43
6.13
FRG 714R5.00
5.28
5.48
6.19
FRG 814R4.98
5.30
5.49
6.21
11.1015.7412.52
FRG 514R5.20
6.34
6.82
7.86
FRG 614R5.40
6.42
6.92
8.00
FRG 714R5.76
6.48
6.99
8.11
FRG 814R5.53
6.51
7.02
8.17
9.6313.6410.86
FRG 514R5.06
6.16
6.53
7.48
FRG 614R5.40
6.23
6.63
7.60
FRG 714R5.76
6.29
6.69
7.70
FRG 814R5.53
6.32
6.73
7.75
8.0611.38
9.07
FRG 514R4.80
5.92
6.21
7.03
FRG 614R5.31
5.99
6.28
7.15
FRG 714R5.61
6.05
6.34
7.23
FRG 814R5.53
6.07
6.37
7.26
10.3914.7211.71
FRG 514R5.15
5.93
6.38
7.38
FRG 614R5.40
5.99
6.47
7.50
FRG 714R5.76
6.05
6.53
7.58
FRG 814R5.53
6.07
6.56
7.63
9.1012.8710.25
FRG 514R4.97
5.79
6.17
7.05
FRG 614R5.40
5.86
6.24
7.17
FRG 714R5.76
5.91
6.30
7.25
FRG 814R5.53
5.94
6.32
7.28
7.6810.84
8.65
FRG 514R4.73
5.61
5.90
6.69
FRG 614R5.22
5.67
5.96
6.78
FRG 714R5.52
5.73
6.01
6.86
FRG 814R5.49
5.74
6.03
6.89
0.42
0.56
0.61 2.18
3.04
0.51
0.63
0.68 2.40
3.16
0.57
0.64
0.69 2.45
3.23
0.57
0.65
0.70 2.47
3.25
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14473 13.76 7.24 2.80 15.02 2809 1963 2221 1.19
2999 5 1713 2707 10.40 60.0 4.2 1.80
6 2091 3260 10.81 60.0 4.2 1.80
7 2335 3719 11.51 60.0 4.2 1.80
8 2313 4002 11.06 60.0 4.2 1.80
336
77
259
79.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.009.40
11.51
FRG 617R4.35
5.24
5.65
6.53
FRG 717R4.66
5.28
5.70
6.59
FRG 817R4.92
5.32
5.74
6.66
7.038.25
10.10
FRG 617R4.35
5.13
5.47
6.26
FRG 717R4.66
5.17
5.51
6.32
FRG 817R4.92
5.21
5.55
6.38
5.976.998.55
FRG 617R4.30
4.88
5.23
5.96
FRG 717R4.58
5.02
5.28
6.00
FRG 817R4.85
5.05
5.32
6.05
5.436.367.76
FRG 617R4.14
4.61
4.90
5.78
FRG 717R4.42
4.92
5.15
5.84
FRG 817R4.68
4.96
5.19
5.88
4.615.396.56
FRG 617R3.88
4.19
4.39
5.15
FRG 717R4.14
4.50
4.72
5.54
FRG 817R4.38
4.78
4.96
5.61
9.1510.7613.19
FRG 617R4.35
5.82
6.24
7.21
FRG 717R4.66
5.86
6.30
7.28
FRG 817R4.92
5.92
6.36
7.37
7.899.27
11.35
FRG 617R4.35
5.64
5.98
6.84
FRG 717R4.66
5.69
6.03
6.92
FRG 817R4.92
5.73
6.09
6.99
6.567.709.41
FRG 617R4.35
5.11
5.43
6.42
FRG 717R4.66
5.48
5.72
6.49
FRG 817R4.92
5.51
5.76
6.55
8.5310.0312.29
FRG 617R4.35
5.43
5.84
6.74
FRG 717R4.66
5.48
5.89
6.80
FRG 817R4.92
5.51
5.94
6.88
7.448.73
10.69
FRG 617R4.35
5.30
5.63
6.44
FRG 717R4.66
5.34
5.68
6.50
FRG 817R4.92
5.38
5.73
6.57
6.257.338.96
FRG 617R4.35
4.99
5.33
6.11
FRG 717R4.66
5.17
5.42
6.16
FRG 817R4.92
5.21
5.46
6.22
0.55
0.66
0.77 2.77
3.99
0.63
0.76
0.83 3.01
4.39
0.71
0.85
0.91 3.31
4.56
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16778 14.99 6.01 2.08 14.95 2952 2496 3642 1.19
4190 6 1929 3184 8.70 60.0 4.2 1.80
7 2195 3674 9.33 60.0 4.2 1.80
8 2459 4156 9.83 60.0 4.2 1.80
300
56
244
66.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.5013.8213.03
FRG 617R5.80
5.80
6.26
7.25
FRG 717R5.85
5.85
6.32
7.34
FRG 817R5.90
5.90
6.38
7.43
9.2712.1811.49
FRG 617R5.59
5.68
6.05
6.96
FRG 717R5.73
5.73
6.11
7.03
FRG 817R5.77
5.77
6.17
7.11
7.8910.36
9.77
FRG 617R5.27
5.51
5.80
6.61
FRG 717R5.56
5.56
5.86
6.69
FRG 817R5.61
5.61
5.91
6.75
7.199.428.89
FRG 617R5.08
5.42
5.67
6.44
FRG 717R5.42
5.46
5.72
6.49
FRG 817R5.50
5.50
5.76
6.55
6.118.007.55
FRG 617R4.77
5.23
5.44
6.13
FRG 717R5.09
5.28
5.48
6.19
FRG 817R5.32
5.32
5.51
6.24
11.9515.7414.83
FRG 617R6.12
6.44
6.94
8.01
FRG 717R6.49
6.49
7.01
8.13
FRG 817R6.56
6.56
7.09
8.24
10.3613.6412.86
FRG 617R5.83
6.24
6.63
7.61
FRG 717R6.22
6.30
6.71
7.71
FRG 817R6.36
6.36
6.77
7.80
8.6611.3810.73
FRG 617R5.47
6.00
6.28
7.15
FRG 717R5.84
6.05
6.35
7.24
FRG 817R6.11
6.11
6.42
7.32
11.1814.7213.87
FRG 617R5.97
6.00
6.48
7.50
FRG 717R6.05
6.05
6.54
7.59
FRG 817R6.11
6.11
6.61
7.69
9.7812.8712.13
FRG 617R5.71
5.86
6.24
7.17
FRG 717R5.92
5.92
6.30
7.25
FRG 817R5.97
5.97
6.36
7.33
8.2610.8410.23
FRG 617R5.37
5.68
5.97
6.78
FRG 717R5.73
5.73
6.01
6.86
FRG 817R5.77
5.77
6.07
6.94
0.52
0.63
0.68 2.41
3.16
0.59
0.64
0.69 2.45
3.23
0.65
0.65
0.70 2.49
3.30
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14473 13.76 7.24 1.96 15.02 2809 2117 2644 1.19
2999 6 1813 3098 12.26 60.0 4.2 1.80
7 2063 3557 13.14 60.0 4.2 1.80
8 2311 4002 13.85 60.0 4.2 1.80
336
92
244
73.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.965.796.49
FRG 2111.88
3.64
4.04
4.87
FRG 3112.28
4.49
4.99
6.00
FRG 4112.60
5.05
5.45
6.29
FRG 5112.63
5.09
5.49
6.36
6.145.125.73
FRG 2111.88
3.37
3.69
4.40
FRG 3112.28
4.16
4.55
5.43
FRG 4112.60
4.77
5.22
6.04
FRG 5112.63
4.99
5.32
6.11
5.234.374.89
FRG 2111.88
3.06
3.29
3.90
FRG 3112.28
3.78
4.06
4.81
FRG 4112.60
4.34
4.66
5.52
FRG 5112.63
4.77
5.11
5.81
4.773.994.46
FRG 2111.88
2.90
3.09
3.64
FRG 3112.28
3.58
3.81
4.49
FRG 4112.60
4.11
4.37
5.16
FRG 5112.63
4.51
4.80
5.65
4.073.423.81
FRG 2111.88
2.64
2.77
3.25
FRG 3112.28
3.26
3.42
4.01
FRG 4112.60
3.74
3.92
4.60
FRG 5112.63
4.11
4.31
5.06
7.936.597.39
FRG 2111.88
3.88
4.29
5.15
FRG 3112.28
4.79
5.30
6.36
FRG 4112.60
5.50
5.99
6.92
FRG 5112.63
5.63
6.05
6.99
6.875.726.40
FRG 2111.88
3.57
3.87
4.61
FRG 3112.28
4.40
4.78
5.69
FRG 4112.60
5.05
5.48
6.53
FRG 5112.63
5.48
5.80
6.65
5.744.795.36
FRG 2111.88
3.21
3.42
4.04
FRG 3112.28
3.96
4.22
4.98
FRG 4112.60
4.54
4.84
5.72
FRG 5112.63
4.99
5.32
6.26
7.416.176.91
FRG 2111.88
3.75
4.16
5.00
FRG 3112.28
4.63
5.14
6.17
FRG 4112.60
5.23
5.63
6.49
FRG 5112.63
5.26
5.68
6.57
6.485.406.05
FRG 2111.88
3.46
3.78
4.50
FRG 3112.28
4.28
4.66
5.56
FRG 4112.60
4.90
5.35
6.21
FRG 5112.63
5.15
5.48
6.28
5.474.575.11
FRG 2111.88
3.13
3.35
3.97
FRG 3112.28
3.87
4.14
4.89
FRG 4112.60
4.44
4.74
5.62
FRG 5112.63
4.88
5.21
5.96
0.12
0.25
0.31 1.10
1.60
0.17
0.38
0.47 1.69
2.53
0.22
0.49
0.59 2.16
3.09
0.23
0.58
0.67 2.43
3.50
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14725 16.57 5.43 5.04 16.66 1721 2091 1942 1.18
4070 2 888 1215 3.76 60.0 4.2 1.80
3 1354 1850 3.79 60.0 4.2 1.80
4 1697 2435 4.14 60.0 4.2 1.80
5 1830 2940 5.27 60.0 4.2 1.80
316
28
288
83.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.088.878.43
FRG 2112.74
4.51
5.03
6.14
FRG 3113.27
5.57
6.01
6.94
FRG 4113.74
5.65
6.10
7.06
FRG 5113.78
5.71
6.17
7.16
8.047.857.46
FRG 2112.74
4.29
4.70
5.62
FRG 3113.27
5.29
5.79
6.67
FRG 4113.74
5.53
5.90
6.78
FRG 5113.78
5.59
5.98
6.87
6.876.716.38
FRG 2112.74
3.91
4.21
4.99
FRG 3113.27
4.82
5.18
6.15
FRG 4113.74
5.38
5.67
6.46
FRG 5113.78
5.44
5.73
6.53
6.276.125.83
FRG 2112.74
3.71
3.95
4.67
FRG 3113.27
4.57
4.87
5.75
FRG 4113.74
5.23
5.53
6.28
FRG 5113.78
5.34
5.59
6.36
5.355.234.97
FRG 2112.67
3.38
3.55
4.18
FRG 3113.27
4.16
4.38
5.14
FRG 4113.69
4.77
5.01
5.89
FRG 5113.78
5.18
5.36
6.05
10.3110.06
9.56
FRG 2112.74
4.74
5.26
6.46
FRG 3113.27
5.86
6.59
7.61
FRG 4113.74
6.23
6.71
7.75
FRG 5113.78
6.29
6.78
7.88
8.978.768.32
FRG 2112.74
4.51
4.91
5.88
FRG 3113.27
5.58
6.07
7.24
FRG 4113.74
6.05
6.44
7.38
FRG 5113.78
6.12
6.51
7.49
7.527.356.99
FRG 2112.74
4.09
4.37
5.17
FRG 3113.27
5.04
5.38
6.36
FRG 4113.74
5.76
6.11
6.96
FRG 5113.78
5.90
6.19
7.04
9.659.438.96
FRG 2112.74
4.63
5.14
6.29
FRG 3113.27
5.71
6.21
7.15
FRG 4113.74
5.83
6.29
7.28
FRG 5113.78
5.90
6.36
7.38
8.488.287.87
FRG 2112.74
4.41
4.81
5.75
FRG 3113.27
5.43
5.93
6.86
FRG 4113.74
5.71
6.07
6.98
FRG 5113.78
5.76
6.15
7.07
7.187.016.67
FRG 2112.74
4.00
4.29
5.08
FRG 3113.27
4.92
5.28
6.25
FRG 4113.74
5.53
5.81
6.61
FRG 5113.78
5.59
5.88
6.70
0.14
0.24
0.29 1.05
1.57
0.21
0.36
0.44 1.58
2.24
0.28
0.47
0.53 1.87
2.53
0.29
0.54
0.58 2.06
2.70
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12954 15.31 6.69 4.80 16.36 1660 1701 1574 1.18
2904 2 846 1204 5.47 60.0 4.2 1.80
3 1290 1825 6.29 60.0 4.2 1.80
4 1616 2391 6.87 60.0 4.2 1.80
5 1743 2872 7.56 60.0 4.2 1.80
348
48
299
94.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.046.187.69
FRG 3133.07
4.44
4.93
5.94
FRG 4133.20
5.07
5.47
6.30
FRG 5133.35
5.11
5.52
6.38
FRG 6133.29
5.15
5.56
6.44
6.215.466.78
FRG 3133.07
4.11
4.50
5.37
FRG 4133.20
4.71
5.15
6.05
FRG 5133.35
5.01
5.34
6.13
FRG 6133.29
5.04
5.38
6.19
5.294.665.77
FRG 3133.01
3.74
4.01
4.76
FRG 4133.20
4.28
4.59
5.44
FRG 5133.35
4.73
5.08
5.83
FRG 6133.29
4.89
5.16
5.88
4.834.255.26
FRG 3132.94
3.54
3.76
4.44
FRG 4133.20
4.05
4.31
5.09
FRG 5133.35
4.48
4.77
5.63
FRG 6133.29
4.71
5.01
5.72
4.123.634.48
FRG 3132.80
3.22
3.38
3.97
FRG 4133.11
3.69
3.86
4.54
FRG 5133.35
4.08
4.28
5.02
FRG 6133.29
4.36
4.58
5.37
8.027.048.76
FRG 3133.07
4.74
5.24
6.29
FRG 4133.20
5.42
6.00
6.93
FRG 5133.35
5.65
6.08
7.02
FRG 6133.29
5.70
6.13
7.09
6.956.107.59
FRG 3133.07
4.35
4.72
5.63
FRG 4133.20
4.98
5.41
6.44
FRG 5133.35
5.49
5.83
6.67
FRG 6133.29
5.53
5.88
6.74
5.815.116.34
FRG 3133.07
3.91
4.17
4.93
FRG 4133.20
4.48
4.77
5.64
FRG 5133.35
4.96
5.28
6.24
FRG 6133.29
5.16
5.50
6.34
7.506.588.19
FRG 3133.07
4.58
5.08
6.11
FRG 4133.20
5.24
5.65
6.50
FRG 5133.35
5.29
5.71
6.59
FRG 6133.29
5.32
5.74
6.65
6.565.767.16
FRG 3133.07
4.23
4.61
5.49
FRG 4133.20
4.84
5.27
6.23
FRG 5133.35
5.17
5.49
6.30
FRG 6133.29
5.21
5.53
6.36
5.544.876.04
FRG 3133.06
3.82
4.09
4.84
FRG 4133.20
4.38
4.68
5.54
FRG 5133.35
4.84
5.18
5.98
FRG 6133.29
5.04
5.29
6.02
0.26
0.37
0.46 1.65
2.47
0.32
0.48
0.59 2.16
3.01
0.37
0.58
0.66 2.39
3.46
0.36
0.64
0.71 2.58
3.76
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
15078 16.42 5.58 3.74 16.15 1845 2117 2323 1.18
4055 3 1284 1809 4.67 60.0 4.2 1.80
4 1588 2368 5.15 60.0 4.2 1.80
5 1848 2900 5.95 60.0 4.2 1.80
6 1888 3322 6.57 60.0 4.2 1.80
316
33
283
81.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.099.439.34
FRG 3134.04
5.57
6.03
6.96
FRG 4134.49
5.66
6.11
7.07
FRG 5134.81
5.72
6.19
7.17
FRG 6134.72
5.76
6.23
7.25
8.048.348.26
FRG 3133.92
5.23
5.73
6.69
FRG 4134.36
5.55
5.92
6.78
FRG 5134.70
5.61
5.98
6.88
FRG 6134.72
5.65
6.03
6.95
6.877.137.06
FRG 3133.77
4.76
5.12
6.08
FRG 4134.19
5.40
5.69
6.46
FRG 5134.52
5.45
5.74
6.55
FRG 6134.57
5.48
5.78
6.61
6.276.506.44
FRG 3133.67
4.52
4.81
5.69
FRG 4134.08
5.15
5.49
6.28
FRG 5134.40
5.36
5.61
6.36
FRG 6134.45
5.40
5.65
6.42
5.355.545.49
FRG 3133.50
4.12
4.33
5.08
FRG 4133.90
4.70
4.94
5.80
FRG 5134.20
5.19
5.38
6.07
FRG 6134.25
5.23
5.42
6.12
10.3110.7010.60
FRG 3134.16
5.88
6.52
7.61
FRG 4134.59
6.24
6.72
7.75
FRG 5134.81
6.31
6.80
7.88
FRG 6134.72
6.36
6.87
7.98
8.979.319.22
FRG 3134.04
5.52
6.00
7.16
FRG 4134.49
6.07
6.45
7.38
FRG 5134.81
6.14
6.53
7.50
FRG 6134.72
6.19
6.59
7.57
7.537.817.73
FRG 3133.87
4.98
5.32
6.29
FRG 4134.30
5.68
6.07
6.96
FRG 5134.64
5.92
6.20
7.05
FRG 6134.69
5.96
6.24
7.13
9.6610.02
9.93
FRG 3134.10
5.72
6.23
7.17
FRG 4134.56
5.84
6.30
7.28
FRG 5134.81
5.92
6.38
7.40
FRG 6134.72
5.96
6.44
7.48
8.488.808.71
FRG 3133.98
5.37
5.86
6.88
FRG 4134.42
5.72
6.09
6.98
FRG 5134.77
5.78
6.16
7.07
FRG 6134.72
5.82
6.21
7.15
7.187.457.38
FRG 3133.81
4.87
5.22
6.18
FRG 4134.24
5.55
5.82
6.63
FRG 5134.58
5.61
5.89
6.71
FRG 6134.63
5.65
5.94
6.77
0.25
0.36
0.43 1.55
2.18
0.31
0.45
0.52 1.84
2.48
0.35
0.54
0.59 2.07
2.72
0.36
0.55
0.60 2.11
2.77
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
13171 15.16 6.84 3.54 15.94 1769 1702 1751 1.18
2888 3 1215 1784 8.81 60.0 4.2 1.80
4 1503 2324 9.19 60.0 4.2 1.80
5 1749 2831 9.62 60.0 4.2 1.80
6 1786 3224 9.44 60.0 4.2 1.80
348
56
291
91.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.679.819.67
FRG 514R3.61
5.34
5.75
6.64
FRG 614R3.75
5.39
5.81
6.73
FRG 714R4.00
5.43
5.86
6.78
FRG 814R3.84
5.45
5.88
6.82
6.778.658.52
FRG 514R3.61
5.09
5.57
6.38
FRG 614R3.75
5.28
5.63
6.46
FRG 714R4.00
5.32
5.67
6.51
FRG 814R3.84
5.34
5.69
6.55
5.777.357.25
FRG 514R3.61
4.63
4.97
5.89
FRG 614R3.75
5.09
5.40
6.14
FRG 714R4.00
5.17
5.44
6.19
FRG 814R3.84
5.19
5.46
6.23
5.266.706.60
FRG 514R3.61
4.38
4.66
5.51
FRG 614R3.75
4.82
5.13
5.98
FRG 714R4.00
5.07
5.30
6.01
FRG 814R3.84
5.09
5.32
6.05
4.485.695.61
FRG 514R3.50
3.99
4.19
4.92
FRG 614R3.75
4.39
4.60
5.41
FRG 714R4.00
4.70
4.93
5.74
FRG 814R3.84
4.90
5.11
5.76
8.7211.1811.01
FRG 514R3.61
5.85
6.33
7.28
FRG 614R3.75
5.96
6.40
7.40
FRG 714R4.00
5.99
6.46
7.48
FRG 814R3.84
6.03
6.49
7.52
7.569.689.54
FRG 514R3.61
5.38
5.85
6.94
FRG 614R3.75
5.78
6.14
7.03
FRG 714R4.00
5.83
6.19
7.11
FRG 814R3.84
5.86
6.23
7.15
6.338.087.96
FRG 514R3.61
4.84
5.16
6.10
FRG 614R3.75
5.33
5.68
6.61
FRG 714R4.00
5.61
5.88
6.69
FRG 814R3.84
5.63
5.90
6.72
8.1610.4510.29
FRG 514R3.61
5.51
5.94
6.84
FRG 614R3.75
5.57
5.99
6.94
FRG 714R4.00
5.61
6.05
7.00
FRG 814R3.84
5.63
6.08
7.05
7.149.139.00
FRG 514R3.61
5.23
5.70
6.55
FRG 614R3.75
5.45
5.79
6.63
FRG 714R4.00
5.48
5.84
6.71
FRG 814R3.84
5.50
5.86
6.74
6.037.707.59
FRG 514R3.61
4.73
5.07
6.00
FRG 614R3.75
5.20
5.53
6.29
FRG 714R4.00
5.32
5.57
6.35
FRG 814R3.84
5.34
5.60
6.38
0.43
0.59
0.71 2.57
3.70
0.49
0.70
0.79 2.86
4.10
0.56
0.79
0.87 3.11
4.55
0.52
0.86
0.93 3.38
4.59
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19122 15.78 6.22 3.23 15.70 3175 2454 3127 1.18
4613 5 1973 2930 7.07 60.0 4.2 1.80
6 2409 3543 5.51 60.0 4.2 1.80
7 2690 4066 6.17 60.0 4.2 1.80
8 2664 4418 7.68 60.0 4.2 1.80
324
47
277
80.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.8814.4411.14
FRG 514R5.00
5.89
6.36
7.36
FRG 614R5.26
5.96
6.44
7.46
FRG 714R5.60
6.00
6.49
7.55
FRG 814R5.38
6.03
6.53
7.59
8.7512.77
9.86
FRG 514R4.85
5.77
6.17
7.07
FRG 614R5.26
5.83
6.23
7.17
FRG 714R5.60
5.88
6.28
7.25
FRG 814R5.38
5.90
6.32
7.28
7.4910.90
8.43
FRG 514R4.64
5.61
5.92
6.73
FRG 614R5.13
5.67
5.98
6.82
FRG 714R5.42
5.72
6.03
6.88
FRG 814R5.38
5.74
6.05
6.92
6.849.947.69
FRG 514R4.52
5.48
5.78
6.55
FRG 614R4.99
5.57
5.84
6.63
FRG 714R5.27
5.62
5.88
6.69
FRG 814R5.25
5.64
5.91
6.73
5.848.466.56
FRG 514R4.29
5.00
5.25
6.18
FRG 614R4.74
5.40
5.59
6.32
FRG 714R5.01
5.44
5.64
6.38
FRG 814R4.99
5.46
5.67
6.41
11.1916.3812.62
FRG 514R5.06
6.49
6.99
8.07
FRG 614R5.26
6.57
7.09
8.21
FRG 714R5.60
6.64
7.17
8.32
FRG 814R5.38
6.67
7.21
8.38
9.7614.2610.99
FRG 514R5.00
6.32
6.71
7.69
FRG 614R5.26
6.40
6.80
7.80
FRG 714R5.60
6.46
6.87
7.90
FRG 814R5.38
6.48
6.90
7.96
8.2011.95
9.23
FRG 514R4.77
6.03
6.38
7.25
FRG 614R5.26
6.15
6.46
7.34
FRG 714R5.58
6.21
6.51
7.44
FRG 814R5.38
6.24
6.55
7.48
10.5015.3511.83
FRG 514R5.06
6.09
6.56
7.58
FRG 614R5.26
6.15
6.65
7.71
FRG 714R5.60
6.21
6.71
7.79
FRG 814R5.38
6.24
6.74
7.84
9.2313.4710.39
FRG 514R4.92
5.96
6.34
7.26
FRG 614R5.26
6.01
6.42
7.37
FRG 714R5.60
6.07
6.48
7.46
FRG 814R5.38
6.09
6.50
7.50
7.8311.40
8.81
FRG 514R4.71
5.77
6.07
6.90
FRG 614R5.20
5.83
6.13
6.99
FRG 714R5.49
5.88
6.19
7.06
FRG 814R5.38
5.90
6.22
7.10
0.41
0.56
0.63 2.24
3.06
0.49
0.64
0.69 2.45
3.23
0.55
0.65
0.71 2.50
3.30
0.55
0.66
0.71 2.52
3.33
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16557 14.52 7.48 3.04 15.63 3021 2042 2312 1.18
3321 5 1857 2870 10.13 60.0 4.2 1.80
6 2267 3457 10.52 60.0 4.2 1.80
7 2532 3948 11.20 60.0 4.2 1.80
8 2507 4264 10.77 60.0 4.2 1.80
359
77
282
89.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.049.83
11.56
FRG 617R4.25
5.38
5.80
6.71
FRG 717R4.56
5.42
5.85
6.77
FRG 817R4.81
5.46
5.90
6.84
7.098.67
10.18
FRG 617R4.25
5.27
5.62
6.44
FRG 717R4.56
5.31
5.67
6.49
FRG 817R4.81
5.34
5.71
6.56
6.047.378.65
FRG 617R4.25
4.97
5.34
6.13
FRG 717R4.56
5.17
5.43
6.19
FRG 817R4.81
5.20
5.48
6.24
5.516.717.87
FRG 617R4.16
4.71
5.01
5.92
FRG 717R4.44
5.06
5.30
6.01
FRG 817R4.70
5.11
5.34
6.05
4.695.716.68
FRG 617R3.92
4.29
4.50
5.28
FRG 717R4.18
4.61
4.83
5.68
FRG 817R4.42
4.90
5.11
5.77
9.1511.2013.18
FRG 617R4.25
5.96
6.40
7.38
FRG 717R4.56
5.99
6.46
7.46
FRG 817R4.81
6.05
6.51
7.55
7.939.70
11.41
FRG 617R4.25
5.77
6.13
7.01
FRG 717R4.56
5.82
6.19
7.09
FRG 817R4.81
5.88
6.24
7.17
6.638.099.51
FRG 617R4.25
5.20
5.55
6.55
FRG 717R4.56
5.59
5.87
6.67
FRG 817R4.81
5.65
5.92
6.74
8.5610.4712.32
FRG 617R4.25
5.57
5.99
6.92
FRG 717R4.56
5.61
6.04
6.99
FRG 817R4.81
5.65
6.09
7.07
7.499.15
10.76
FRG 617R4.25
5.44
5.78
6.63
FRG 717R4.56
5.48
5.83
6.69
FRG 817R4.81
5.51
5.88
6.74
6.327.729.06
FRG 617R4.25
5.08
5.44
6.28
FRG 717R4.56
5.31
5.57
6.34
FRG 817R4.81
5.34
5.61
6.40
0.54
0.67
0.77 2.79
4.01
0.62
0.77
0.85 3.07
4.41
0.69
0.86
0.93 3.38
4.61
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19137 15.76 6.24 2.26 15.60 3183 2580 3764 1.18
4599 6 2094 3380 8.51 60.0 4.2 1.80
7 2382 3903 9.12 60.0 4.2 1.80
8 2669 4418 9.61 60.0 4.2 1.80
324
56
268
76.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.4114.4512.91
FRG 617R5.80
5.96
6.44
7.46
FRG 717R6.01
6.01
6.49
7.55
FRG 817R6.05
6.05
6.56
7.63
9.2212.7811.43
FRG 617R5.58
5.84
6.23
7.17
FRG 717R5.88
5.88
6.28
7.25
FRG 817R5.94
5.94
6.34
7.32
7.8810.90
9.76
FRG 617R5.28
5.67
5.98
6.81
FRG 717R5.64
5.73
6.03
6.88
FRG 817R5.76
5.76
6.08
6.96
7.209.948.90
FRG 617R5.11
5.57
5.84
6.63
FRG 717R5.45
5.62
5.88
6.69
FRG 817R5.67
5.67
5.94
6.76
6.148.467.58
FRG 617R4.81
5.35
5.59
6.32
FRG 717R5.13
5.44
5.64
6.38
FRG 817R5.43
5.48
5.69
6.44
11.8016.3914.64
FRG 617R5.96
6.59
7.09
8.21
FRG 717R6.39
6.65
7.18
8.32
FRG 817R6.72
6.72
7.25
8.44
10.2814.2612.75
FRG 617R5.80
6.40
6.80
7.80
FRG 717R6.19
6.46
6.88
7.91
FRG 817R6.51
6.51
6.96
8.01
8.6311.9510.69
FRG 617R5.48
6.16
6.46
7.34
FRG 717R5.84
6.22
6.52
7.44
FRG 817R6.18
6.26
6.59
7.51
11.0615.3513.72
FRG 617R5.93
6.16
6.65
7.70
FRG 717R6.22
6.22
6.72
7.79
FRG 817R6.26
6.26
6.78
7.89
9.7213.4812.05
FRG 617R5.69
6.01
6.42
7.36
FRG 717R6.07
6.07
6.48
7.46
FRG 817R6.13
6.13
6.53
7.53
8.2411.4010.20
FRG 617R5.38
5.84
6.13
6.98
FRG 717R5.74
5.88
6.19
7.05
FRG 817R5.94
5.94
6.24
7.13
0.51
0.63
0.69 2.45
3.23
0.58
0.65
0.71 2.50
3.30
0.65
0.66
0.72 2.54
3.37
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16557 14.52 7.48 2.12 15.62 3022 2156 2693 1.18
3319 6 1966 3294 11.93 60.0 4.2 1.80
7 2237 3786 12.79 60.0 4.2 1.80
8 2506 4264 13.48 60.0 4.2 1.80
359
92
268
83.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.156.597.29
FRG 2111.89
3.84
4.26
5.13
FRG 3112.29
4.73
5.26
6.33
FRG 4112.61
5.36
5.78
6.69
FRG 5112.64
5.40
5.84
6.76
7.195.826.43
FRG 2111.89
3.56
3.89
4.64
FRG 3112.29
4.38
4.79
5.72
FRG 4112.61
5.03
5.50
6.42
FRG 5112.64
5.30
5.65
6.48
6.124.975.48
FRG 2111.89
3.23
3.47
4.11
FRG 3112.29
3.98
4.27
5.06
FRG 4112.61
4.57
4.91
5.81
FRG 5112.64
5.03
5.40
6.17
5.574.534.99
FRG 2111.89
3.06
3.25
3.84
FRG 3112.29
3.77
4.01
4.73
FRG 4112.61
4.33
4.60
5.43
FRG 5112.64
4.76
5.06
5.98
4.753.874.26
FRG 2111.89
2.78
2.92
3.42
FRG 3112.29
3.43
3.60
4.22
FRG 4112.61
3.94
4.13
4.85
FRG 5112.64
4.33
4.54
5.33
9.307.508.30
FRG 2111.89
4.10
4.53
5.43
FRG 3112.29
5.05
5.58
6.70
FRG 4112.61
5.80
6.36
7.34
FRG 5112.64
5.98
6.44
7.44
8.056.517.19
FRG 2111.89
3.76
4.08
4.86
FRG 3112.29
4.64
5.03
5.99
FRG 4112.61
5.32
5.78
6.88
FRG 5112.64
5.80
6.17
7.07
6.725.446.01
FRG 2111.89
3.38
3.60
4.25
FRG 3112.29
4.17
4.44
5.25
FRG 4112.61
4.79
5.10
6.02
FRG 5112.64
5.27
5.61
6.63
8.697.027.76
FRG 2111.89
3.96
4.39
5.28
FRG 3112.29
4.88
5.41
6.51
FRG 4112.61
5.53
5.97
6.89
FRG 5112.64
5.59
6.02
6.98
7.596.146.79
FRG 2111.89
3.65
3.98
4.75
FRG 3112.29
4.50
4.91
5.85
FRG 4112.61
5.17
5.63
6.59
FRG 5112.64
5.46
5.81
6.67
6.405.195.73
FRG 2111.89
3.30
3.53
4.18
FRG 3112.29
4.07
4.35
5.15
FRG 4112.61
4.68
5.00
5.92
FRG 5112.64
5.15
5.50
6.32
0.11
0.25
0.31 1.10
1.60
0.16
0.38
0.47 1.68
2.51
0.20
0.49
0.60 2.17
3.04
0.21
0.58
0.67 2.42
3.47
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
18437 18.07 5.93 5.79 18.57 1956 2449 2175 1.15
4667 2 1020 1346 3.78 60.0 4.2 1.80
3 1555 2046 3.82 60.0 4.2 1.80
4 1949 2697 4.18 60.0 4.2 1.80
5 2101 3267 5.28 60.0 4.2 1.80
313
28
285
77.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.4210.06
9.42
FRG 2112.72
4.72
5.26
6.51
FRG 3113.26
5.83
6.36
7.34
FRG 4113.72
5.97
6.46
7.48
FRG 5113.76
6.03
6.51
7.57
9.228.918.34
FRG 2112.72
4.51
4.94
5.91
FRG 3113.26
5.55
6.08
7.07
FRG 4113.72
5.85
6.24
7.17
FRG 5113.76
5.91
6.31
7.26
7.887.627.13
FRG 2112.72
4.11
4.42
5.25
FRG 3113.26
5.06
5.44
6.46
FRG 4113.72
5.69
5.99
6.83
FRG 5113.76
5.74
6.05
6.92
7.196.956.51
FRG 2112.72
3.90
4.16
4.91
FRG 3113.26
4.80
5.11
6.04
FRG 4113.72
5.50
5.86
6.65
FRG 5113.76
5.65
5.92
6.73
6.145.935.56
FRG 2112.72
3.56
3.74
4.39
FRG 3113.26
4.38
4.60
5.41
FRG 4113.72
5.01
5.27
6.19
FRG 5113.76
5.48
5.67
6.41
11.8111.4110.67
FRG 2112.72
4.95
5.69
6.84
FRG 3113.26
6.34
6.98
8.05
FRG 4113.72
6.57
7.09
8.21
FRG 5113.76
6.65
7.18
8.32
10.289.939.30
FRG 2112.72
4.72
5.14
6.18
FRG 3113.26
5.83
6.38
7.60
FRG 4113.72
6.40
6.80
7.80
FRG 5113.76
6.48
6.88
7.92
8.638.347.81
FRG 2112.72
4.30
4.59
5.43
FRG 3113.26
5.29
5.65
6.68
FRG 4113.72
6.06
6.47
7.36
FRG 5113.76
6.23
6.53
7.46
11.0710.6910.00
FRG 2112.72
4.83
5.54
6.67
FRG 3113.26
6.09
6.56
7.57
FRG 4113.72
6.17
6.65
7.71
FRG 5113.76
6.23
6.73
7.81
9.729.398.79
FRG 2112.72
4.62
5.05
6.04
FRG 3113.26
5.70
6.22
7.26
FRG 4113.72
6.03
6.42
7.38
FRG 5113.76
6.09
6.49
7.48
8.247.967.45
FRG 2112.72
4.20
4.51
5.34
FRG 3113.26
5.17
5.55
6.57
FRG 4113.72
5.85
6.15
6.99
FRG 5113.76
5.91
6.21
7.09
0.13
0.24
0.30 1.09
1.60
0.19
0.37
0.45 1.61
2.23
0.25
0.47
0.53 1.88
2.52
0.26
0.55
0.59 2.07
2.72
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16147 16.53 7.47 5.54 18.34 1896 1965 1769 1.15
3243 2 976 1335 5.44 60.0 4.2 1.80
3 1489 2021 6.15 60.0 4.2 1.80
4 1866 2653 6.72 60.0 4.2 1.80
5 2012 3199 7.52 60.0 4.2 1.80
352
48
304
92.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.267.118.66
FRG 3133.08
4.68
5.20
6.26
FRG 4133.21
5.36
5.81
6.71
FRG 5133.36
5.44
5.86
6.78
FRG 6133.30
5.48
5.92
6.85
7.286.277.63
FRG 3133.08
4.34
4.74
5.66
FRG 4133.21
4.97
5.43
6.44
FRG 5133.36
5.32
5.68
6.51
FRG 6133.30
5.36
5.72
6.57
6.205.356.49
FRG 3133.08
3.94
4.23
5.01
FRG 4133.21
4.52
4.85
5.74
FRG 5133.36
5.00
5.37
6.20
FRG 6133.30
5.21
5.48
6.24
5.654.885.91
FRG 3133.03
3.73
3.97
4.68
FRG 4133.21
4.27
4.54
5.36
FRG 5133.36
4.73
5.03
5.94
FRG 6133.30
5.04
5.35
6.07
4.814.165.03
FRG 3132.90
3.39
3.56
4.18
FRG 4133.21
3.89
4.08
4.79
FRG 5133.36
4.31
4.51
5.30
FRG 6133.30
4.62
4.84
5.69
9.428.109.87
FRG 3133.08
5.00
5.53
6.63
FRG 4133.21
5.73
6.33
7.36
FRG 5133.36
6.01
6.47
7.48
FRG 6133.30
6.05
6.51
7.55
8.157.028.54
FRG 3133.08
4.59
4.98
5.93
FRG 4133.21
5.25
5.71
6.79
FRG 5133.36
5.82
6.20
7.09
FRG 6133.30
5.88
6.24
7.17
6.805.867.13
FRG 3133.08
4.13
4.40
5.19
FRG 4133.21
4.73
5.03
5.95
FRG 5133.36
5.24
5.58
6.59
FRG 6133.30
5.50
5.86
6.74
8.807.579.22
FRG 3133.08
4.83
5.36
6.44
FRG 4133.21
5.53
5.99
6.92
FRG 5133.36
5.63
6.05
7.00
FRG 6133.30
5.67
6.11
7.07
7.696.628.06
FRG 3133.08
4.46
4.86
5.79
FRG 4133.21
5.11
5.56
6.62
FRG 5133.36
5.49
5.84
6.71
FRG 6133.30
5.53
5.89
6.76
6.495.596.79
FRG 3133.08
4.03
4.31
5.10
FRG 4133.21
4.62
4.94
5.84
FRG 5133.36
5.11
5.47
6.35
FRG 6133.30
5.36
5.63
6.40
0.25
0.37
0.46 1.65
2.45
0.31
0.48
0.59 2.15
3.02
0.34
0.58
0.66 2.39
3.40
0.33
0.65
0.73 2.63
3.72
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
18997 17.86 6.14 4.34 18.01 2119 2484 2609 1.15
4639 3 1488 2005 4.72 60.0 4.2 1.80
4 1840 2630 5.21 60.0 4.2 1.80
5 2141 3227 6.02 60.0 4.2 1.80
6 2187 3715 6.59 60.0 4.2 1.80
313
33
280
75.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.4210.8010.44
FRG 3134.09
5.88
6.39
7.37
FRG 4134.55
5.99
6.48
7.48
FRG 5134.79
6.05
6.54
7.59
FRG 6134.69
6.09
6.60
7.67
9.239.569.24
FRG 3133.99
5.49
6.02
7.09
FRG 4134.44
5.87
6.26
7.19
FRG 5134.79
5.93
6.34
7.28
FRG 6134.69
5.98
6.38
7.36
7.888.167.90
FRG 3133.85
5.01
5.39
6.39
FRG 4134.28
5.71
6.01
6.84
FRG 5134.62
5.76
6.07
6.94
FRG 6134.67
5.80
6.13
6.99
7.207.457.21
FRG 3133.76
4.75
5.06
5.98
FRG 4134.18
5.43
5.79
6.67
FRG 5134.51
5.67
5.94
6.74
FRG 6134.56
5.71
5.98
6.80
6.146.356.15
FRG 3133.60
4.33
4.55
5.35
FRG 4134.01
4.95
5.20
6.11
FRG 5134.32
5.47
5.69
6.43
FRG 6134.37
5.53
5.73
6.48
11.8212.2511.83
FRG 3134.20
6.19
6.86
8.07
FRG 4134.57
6.60
7.11
8.21
FRG 5134.79
6.68
7.21
8.34
FRG 6134.69
6.74
7.27
8.45
10.2910.6610.30
FRG 3134.09
5.80
6.31
7.52
FRG 4134.55
6.42
6.82
7.82
FRG 5134.79
6.49
6.91
7.94
FRG 6134.69
6.55
6.98
8.03
8.638.948.65
FRG 3133.94
5.24
5.59
6.62
FRG 4134.38
5.98
6.39
7.36
FRG 5134.73
6.25
6.56
7.48
FRG 6134.69
6.30
6.61
7.55
11.0711.4811.09
FRG 3134.15
6.03
6.59
7.59
FRG 4134.57
6.19
6.67
7.71
FRG 5134.79
6.25
6.75
7.83
FRG 6134.69
6.30
6.82
7.92
9.7310.08
9.74
FRG 3134.04
5.64
6.16
7.28
FRG 4134.49
6.05
6.44
7.39
FRG 5134.79
6.11
6.51
7.50
FRG 6134.69
6.17
6.57
7.57
8.248.548.25
FRG 3133.89
5.12
5.49
6.50
FRG 4134.33
5.85
6.17
7.01
FRG 5134.67
5.93
6.24
7.11
FRG 6134.69
5.98
6.28
7.17
0.24
0.36
0.43 1.56
2.19
0.29
0.46
0.52 1.84
2.50
0.34
0.55
0.59 2.09
2.74
0.35
0.56
0.60 2.12
2.79
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16490 16.31 7.69 4.12 17.85 2041 1967 1970 1.15
3218 3 1414 1980 8.76 60.0 4.2 1.80
4 1749 2586 9.14 60.0 4.2 1.80
5 2034 3158 9.57 60.0 4.2 1.80
6 2078 3616 9.39 60.0 4.2 1.80
352
56
296
89.1
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 4 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.9411.3510.81
FRG 514R3.61
5.67
6.11
7.05
FRG 614R3.75
5.73
6.17
7.14
FRG 714R4.00
5.76
6.23
7.21
FRG 814R3.84
5.78
6.24
7.25
7.8910.00
9.52
FRG 514R3.61
5.37
5.87
6.78
FRG 614R3.75
5.61
5.98
6.86
FRG 714R4.00
5.65
6.01
6.92
FRG 814R3.84
5.67
6.05
6.96
6.728.508.10
FRG 514R3.61
4.88
5.24
6.22
FRG 614R3.75
5.37
5.73
6.51
FRG 714R4.00
5.48
5.77
6.57
FRG 814R3.84
5.50
5.80
6.61
6.127.747.37
FRG 514R3.61
4.62
4.92
5.81
FRG 614R3.75
5.08
5.41
6.34
FRG 714R4.00
5.39
5.63
6.40
FRG 814R3.84
5.42
5.66
6.42
5.226.576.27
FRG 514R3.61
4.21
4.42
5.19
FRG 614R3.75
4.63
4.85
5.70
FRG 714R4.00
4.96
5.20
6.09
FRG 814R3.84
5.18
5.42
6.12
10.1812.9412.32
FRG 514R3.61
6.17
6.73
7.75
FRG 614R3.75
6.32
6.80
7.86
FRG 714R4.00
6.38
6.86
7.94
FRG 814R3.84
6.40
6.90
8.00
8.8211.2010.66
FRG 514R3.61
5.67
6.17
7.34
FRG 614R3.75
6.15
6.51
7.48
FRG 714R4.00
6.19
6.57
7.55
FRG 814R3.84
6.23
6.61
7.59
7.379.348.90
FRG 514R3.61
5.11
5.45
6.44
FRG 614R3.75
5.62
5.99
7.03
FRG 714R4.00
5.96
6.24
7.09
FRG 814R3.84
5.98
6.26
7.13
9.5212.0911.51
FRG 514R3.61
5.86
6.31
7.28
FRG 614R3.75
5.92
6.38
7.36
FRG 714R4.00
5.96
6.43
7.44
FRG 814R3.84
5.98
6.46
7.50
8.3310.5710.06
FRG 514R3.61
5.52
6.01
6.97
FRG 614R3.75
5.78
6.15
7.05
FRG 714R4.00
5.82
6.20
7.11
FRG 814R3.84
5.84
6.23
7.15
7.038.908.48
FRG 514R3.61
4.99
5.34
6.32
FRG 614R3.75
5.49
5.87
6.69
FRG 714R4.00
5.65
5.92
6.74
FRG 814R3.84
5.67
5.96
6.78
0.42
0.60
0.71 2.59
3.70
0.45
0.70
0.80 2.88
4.14
0.51
0.79
0.87 3.12
4.53
0.47
0.86
0.95 3.40
4.59
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
24130 17.03 6.97 3.78 17.56 3679 2869 3496 1.15
5190 5 2308 3257 7.10 60.0 4.2 1.80
6 2818 3935 5.53 60.0 4.2 1.80
7 3147 4524 6.20 60.0 4.2 1.80
8 3116 4941 7.69 60.0 4.2 1.80
323
47
276
76.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 4 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.2016.5512.30
FRG 514R5.02
6.23
6.73
7.78
FRG 614R5.21
6.28
6.80
7.89
FRG 714R5.55
6.34
6.86
7.98
FRG 814R5.34
6.37
6.90
8.03
9.9314.6510.90
FRG 514R4.93
6.11
6.51
7.48
FRG 614R5.21
6.17
6.59
7.57
FRG 714R5.55
6.22
6.65
7.67
FRG 814R5.34
6.24
6.68
7.71
8.5012.52
9.33
FRG 514R4.74
5.94
6.26
7.13
FRG 614R5.21
5.99
6.32
7.21
FRG 714R5.54
6.04
6.38
7.28
FRG 814R5.34
6.07
6.40
7.32
7.7711.42
8.52
FRG 514R4.63
5.76
6.11
6.94
FRG 614R5.11
5.90
6.17
7.01
FRG 714R5.41
5.94
6.23
7.08
FRG 814R5.34
5.96
6.24
7.12
6.639.727.27
FRG 514R4.42
5.26
5.53
6.51
FRG 614R4.89
5.71
5.92
6.69
FRG 714R5.17
5.75
5.97
6.74
FRG 814R5.14
5.77
5.99
6.78
12.6718.7513.92
FRG 514R5.02
6.86
7.39
8.53
FRG 614R5.21
6.94
7.50
8.67
FRG 714R5.55
7.01
7.57
8.78
FRG 814R5.34
7.05
7.61
8.86
11.0616.3412.15
FRG 514R5.02
6.67
7.09
8.13
FRG 614R5.21
6.74
7.19
8.25
FRG 714R5.55
6.81
7.26
8.36
FRG 814R5.34
6.84
7.30
8.42
9.3013.7110.21
FRG 514R4.87
6.34
6.74
7.67
FRG 614R5.21
6.49
6.82
7.76
FRG 714R5.55
6.55
6.89
7.86
FRG 814R5.34
6.59
6.92
7.90
11.8917.5813.06
FRG 514R5.02
6.44
6.94
8.01
FRG 614R5.21
6.49
7.02
8.14
FRG 714R5.55
6.55
7.09
8.25
FRG 814R5.34
6.59
7.13
8.28
10.4715.4511.49
FRG 514R5.00
6.29
6.71
7.69
FRG 614R5.21
6.36
6.78
7.79
FRG 714R5.55
6.42
6.84
7.88
FRG 814R5.34
6.44
6.88
7.94
8.8913.09
9.75
FRG 514R4.80
6.11
6.42
7.30
FRG 614R5.21
6.17
6.49
7.40
FRG 714R5.55
6.22
6.54
7.48
FRG 814R5.34
6.24
6.57
7.51
0.39
0.56
0.64 2.26
3.06
0.48
0.65
0.70 2.48
3.25
0.53
0.67
0.72 2.52
3.31
0.53
0.67
0.72 2.55
3.36
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20734 15.55 8.45 3.56 17.45 3500 2341 2579 1.15
3681 5 2171 3197 10.04 60.0 4.2 1.80
6 2651 3849 10.42 60.0 4.2 1.80
7 2961 4406 11.11 60.0 4.2 1.80
8 2932 4787 10.67 60.0 4.2 1.80
367
77
290
89.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 4 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.2811.4412.76
FRG 617R4.26
5.72
6.17
7.13
FRG 717R4.56
5.75
6.22
7.19
FRG 817R4.81
5.80
6.26
7.26
8.1810.0811.24
FRG 617R4.26
5.60
5.97
6.84
FRG 717R4.56
5.64
6.01
6.90
FRG 817R4.81
5.68
6.05
6.97
6.978.579.55
FRG 617R4.26
5.25
5.64
6.51
FRG 717R4.56
5.48
5.76
6.57
FRG 817R4.81
5.51
5.80
6.62
6.357.808.68
FRG 617R4.26
4.98
5.29
6.25
FRG 717R4.56
5.35
5.63
6.38
FRG 817R4.81
5.42
5.67
6.44
5.406.627.37
FRG 617R4.10
4.53
4.75
5.58
FRG 717R4.37
4.87
5.11
6.00
FRG 817R4.63
5.18
5.43
6.13
10.5613.0414.56
FRG 617R4.26
6.32
6.80
7.84
FRG 717R4.56
6.37
6.86
7.94
FRG 817R4.81
6.42
6.92
8.01
9.1511.2912.59
FRG 617R4.26
6.11
6.51
7.46
FRG 717R4.56
6.19
6.57
7.53
FRG 817R4.81
6.24
6.63
7.61
7.659.41
10.49
FRG 617R4.26
5.50
5.86
6.93
FRG 717R4.56
5.91
6.24
7.09
FRG 817R4.81
5.99
6.28
7.15
9.8812.1913.60
FRG 617R4.26
5.92
6.36
7.35
FRG 717R4.56
5.96
6.42
7.42
FRG 817R4.81
5.99
6.48
7.50
8.6410.6511.88
FRG 617R4.26
5.78
6.15
7.03
FRG 717R4.56
5.82
6.19
7.10
FRG 817R4.81
5.86
6.24
7.17
7.298.97
10.00
FRG 617R4.26
5.37
5.75
6.67
FRG 717R4.56
5.64
5.92
6.73
FRG 817R4.81
5.68
5.96
6.78
0.53
0.68
0.78 2.81
3.98
0.61
0.77
0.86 3.11
4.36
0.68
0.86
0.95 3.41
4.61
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
24201 16.95 7.05 2.66 17.30 3708 2982 4153 1.15
5149 6 2462 3773 8.51 60.0 4.2 1.80
7 2801 4361 9.13 60.0 4.2 1.80
8 3138 4941 9.62 60.0 4.2 1.80
323
56
267
72.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 4 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.6016.5913.99
FRG 617R5.91
6.28
6.80
7.88
FRG 717R6.32
6.34
6.86
7.98
FRG 817R6.40
6.40
6.94
8.06
10.2814.6912.39
FRG 617R5.72
6.17
6.59
7.57
FRG 717R6.10
6.21
6.65
7.65
FRG 817R6.26
6.26
6.71
7.73
8.8012.5510.59
FRG 617R5.45
5.99
6.32
7.21
FRG 717R5.81
6.03
6.37
7.28
FRG 817R6.09
6.09
6.42
7.34
8.0411.44
9.67
FRG 617R5.29
5.90
6.17
7.00
FRG 717R5.64
5.94
6.23
7.07
FRG 817R5.97
5.98
6.26
7.15
6.869.748.24
FRG 617R5.00
5.65
5.92
6.68
FRG 717R5.33
5.74
5.96
6.74
FRG 817R5.65
5.79
6.00
6.80
13.1218.8015.84
FRG 617R5.91
6.96
7.50
8.67
FRG 717R6.34
7.01
7.57
8.78
FRG 817R6.68
7.09
7.65
8.90
11.4516.3813.81
FRG 617R5.91
6.75
7.19
8.25
FRG 717R6.32
6.82
7.26
8.34
FRG 817R6.68
6.88
7.34
8.46
9.6313.7511.60
FRG 617R5.62
6.50
6.82
7.76
FRG 717R6.00
6.56
6.89
7.86
FRG 817R6.35
6.62
6.96
7.94
12.3117.6214.86
FRG 617R5.91
6.50
7.02
8.13
FRG 717R6.34
6.56
7.09
8.23
FRG 817R6.62
6.62
7.17
8.32
10.8315.4913.06
FRG 617R5.82
6.36
6.78
7.78
FRG 717R6.21
6.42
6.84
7.88
FRG 817R6.47
6.47
6.90
7.96
9.1913.1211.07
FRG 617R5.53
6.17
6.48
7.38
FRG 717R5.90
6.21
6.53
7.46
FRG 817R6.25
6.26
6.59
7.53
0.50
0.64
0.70 2.48
3.24
0.57
0.66
0.71 2.51
3.31
0.64
0.67
0.73 2.56
3.38
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20743 15.52 8.48 2.49 17.37 3509 2426 2945 1.15
3671 6 2303 3686 11.82 60.0 4.2 1.80
7 2621 4244 12.68 60.0 4.2 1.80
8 2936 4787 13.36 60.0 4.2 1.80
367
92
276
83.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.276.747.39
FRG 2111.84
3.87
4.31
5.19
FRG 3112.24
4.77
5.31
6.39
FRG 4112.55
5.48
5.91
6.83
FRG 5112.58
5.51
5.96
6.92
7.315.986.54
FRG 2111.84
3.60
3.94
4.70
FRG 3112.24
4.43
4.85
5.80
FRG 4112.55
5.09
5.57
6.56
FRG 5112.58
5.41
5.77
6.63
6.255.125.60
FRG 2111.84
3.27
3.52
4.17
FRG 3112.24
4.04
4.34
5.14
FRG 4112.55
4.63
4.98
5.91
FRG 5112.58
5.11
5.49
6.32
5.714.685.11
FRG 2111.84
3.10
3.30
3.90
FRG 3112.24
3.82
4.07
4.81
FRG 4112.55
4.39
4.68
5.52
FRG 5112.58
4.84
5.15
6.08
4.884.014.38
FRG 2111.84
2.83
2.97
3.49
FRG 3112.24
3.48
3.66
4.30
FRG 4112.55
4.00
4.20
4.94
FRG 5112.58
4.41
4.63
5.44
9.387.648.38
FRG 2111.84
4.13
4.57
5.49
FRG 3112.24
5.09
5.63
6.76
FRG 4112.55
5.84
6.47
7.49
FRG 5112.58
6.09
6.55
7.59
8.166.667.29
FRG 2111.84
3.80
4.13
4.92
FRG 3112.24
4.68
5.09
6.07
FRG 4112.55
5.37
5.85
6.97
FRG 5112.58
5.92
6.28
7.22
6.855.606.13
FRG 2111.84
3.42
3.65
4.32
FRG 3112.24
4.22
4.50
5.33
FRG 4112.55
4.85
5.17
6.11
FRG 5112.58
5.34
5.70
6.74
8.797.167.85
FRG 2111.84
3.99
4.43
5.33
FRG 3112.24
4.92
5.47
6.57
FRG 4112.55
5.65
6.09
7.03
FRG 5112.58
5.71
6.15
7.13
7.716.306.90
FRG 2111.84
3.69
4.03
4.81
FRG 3112.24
4.55
4.97
5.93
FRG 4112.55
5.23
5.70
6.74
FRG 5112.58
5.57
5.94
6.82
6.535.355.85
FRG 2111.84
3.35
3.58
4.24
FRG 3112.24
4.13
4.42
5.23
FRG 4112.55
4.74
5.07
6.01
FRG 5112.58
5.22
5.59
6.48
0.10
0.25
0.31 1.11
1.61
0.14
0.38
0.47 1.69
2.51
0.19
0.50
0.61 2.21
3.08
0.19
0.59
0.68 2.43
3.48
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20559 19.02 5.98 6.14 19.37 2059 2555 2269 1.14
5155 2 1081 1411 3.68 60.0 4.2 1.80
3 1648 2144 3.59 60.0 4.2 1.80
4 2065 2827 3.92 60.0 4.2 1.80
5 2226 3431 5.17 60.0 4.2 1.80
337
28
308
87.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.5610.32
9.55
FRG 2112.65
4.75
5.46
6.58
FRG 3113.17
6.03
6.51
7.53
FRG 4113.62
6.11
6.61
7.65
FRG 5113.67
6.17
6.69
7.76
9.389.168.49
FRG 2112.65
4.56
5.00
5.99
FRG 3113.17
5.62
6.16
7.25
FRG 4113.62
5.99
6.40
7.36
FRG 5113.67
6.05
6.48
7.46
8.057.867.29
FRG 2112.65
4.17
4.49
5.33
FRG 3113.17
5.13
5.53
6.56
FRG 4113.62
5.83
6.15
7.01
FRG 5113.67
5.88
6.21
7.09
7.367.196.67
FRG 2112.65
3.96
4.23
5.00
FRG 3113.17
4.87
5.20
6.15
FRG 4113.62
5.58
5.96
6.82
FRG 5113.67
5.78
6.07
6.90
6.306.165.71
FRG 2112.65
3.62
3.81
4.48
FRG 3113.17
4.45
4.68
5.51
FRG 4113.62
5.10
5.37
6.31
FRG 5113.67
5.60
5.82
6.59
11.9311.6510.78
FRG 2112.65
4.96
5.78
6.95
FRG 3113.17
6.41
7.11
8.23
FRG 4113.62
6.71
7.25
8.38
FRG 5113.67
6.78
7.34
8.51
10.4310.19
9.43
FRG 2112.65
4.75
5.25
6.26
FRG 3113.17
5.92
6.45
7.70
FRG 4113.62
6.53
6.96
8.00
FRG 5113.67
6.61
7.04
8.11
8.798.597.96
FRG 2112.65
4.36
4.66
5.52
FRG 3113.17
5.36
5.73
6.79
FRG 4113.62
6.14
6.57
7.53
FRG 5113.67
6.37
6.69
7.64
11.2010.9410.13
FRG 2112.65
4.85
5.62
6.76
FRG 3113.17
6.21
6.72
7.75
FRG 4113.62
6.30
6.81
7.89
FRG 5113.67
6.37
6.90
8.00
9.889.658.93
FRG 2112.65
4.65
5.09
6.12
FRG 3113.17
5.76
6.30
7.44
FRG 4113.62
6.17
6.58
7.55
FRG 5113.67
6.24
6.65
7.67
8.408.217.61
FRG 2112.65
4.26
4.58
5.42
FRG 3113.17
5.24
5.63
6.67
FRG 4113.62
5.99
6.30
7.19
FRG 5113.67
6.05
6.37
7.26
0.12
0.24
0.31 1.10
1.61
0.18
0.38
0.46 1.65
2.24
0.23
0.47
0.54 1.90
2.56
0.24
0.56
0.60 2.12
2.79
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
18138 17.48 7.52 5.89 19.11 1999 2048 1844 1.14
3617 2 1037 1400 5.31 60.0 4.2 1.80
3 1582 2120 5.59 60.0 4.2 1.80
4 1983 2784 6.11 60.0 4.2 1.80
5 2138 3363 7.33 60.0 4.2 1.80
376
48
328
102.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.377.308.77
FRG 3133.01
4.73
5.26
6.33
FRG 4133.14
5.42
5.94
6.86
FRG 5133.29
5.55
6.00
6.96
FRG 6133.22
5.59
6.05
7.01
7.406.477.75
FRG 3133.01
4.39
4.81
5.74
FRG 4133.14
5.03
5.51
6.58
FRG 5133.29
5.45
5.81
6.67
FRG 6133.22
5.48
5.86
6.73
6.325.536.62
FRG 3133.01
4.00
4.30
5.09
FRG 4133.14
4.58
4.92
5.84
FRG 5133.29
5.07
5.45
6.36
FRG 6133.22
5.33
5.61
6.40
5.775.066.04
FRG 3132.99
3.79
4.03
4.76
FRG 4133.14
4.34
4.62
5.46
FRG 5133.29
4.81
5.12
6.05
FRG 6133.22
5.12
5.46
6.23
4.934.335.16
FRG 3132.87
3.45
3.62
4.26
FRG 4133.14
3.95
4.15
4.88
FRG 5133.29
4.38
4.60
5.40
FRG 6133.22
4.71
4.94
5.80
9.508.289.95
FRG 3133.01
5.04
5.58
6.70
FRG 4133.14
5.77
6.39
7.52
FRG 5133.29
6.13
6.59
7.63
FRG 6133.22
6.17
6.65
7.71
8.267.218.65
FRG 3133.01
4.64
5.04
6.01
FRG 4133.14
5.31
5.78
6.88
FRG 5133.29
5.89
6.33
7.26
FRG 6133.22
5.98
6.38
7.33
6.936.057.25
FRG 3133.01
4.18
4.46
5.27
FRG 4133.14
4.79
5.11
6.04
FRG 5133.29
5.31
5.66
6.70
FRG 6133.22
5.57
5.94
6.90
8.897.769.32
FRG 3133.01
4.87
5.41
6.51
FRG 4133.14
5.58
6.13
7.07
FRG 5133.29
5.74
6.19
7.17
FRG 6133.22
5.78
6.24
7.24
7.806.818.18
FRG 3133.01
4.51
4.92
5.87
FRG 4133.14
5.16
5.64
6.73
FRG 5133.29
5.61
5.98
6.86
FRG 6133.22
5.65
6.02
6.92
6.615.786.92
FRG 3133.01
4.09
4.38
5.18
FRG 4133.14
4.68
5.01
5.94
FRG 5133.29
5.19
5.56
6.51
FRG 6133.22
5.45
5.76
6.56
0.24
0.37
0.46 1.66
2.46
0.29
0.49
0.60 2.16
3.12
0.32
0.58
0.68 2.46
3.42
0.30
0.65
0.74 2.65
3.74
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
21278 18.80 6.20 4.62 18.76 2240 2587 2717 1.14
5144 3 1583 2103 4.39 60.0 4.2 1.80
4 1958 2761 4.83 60.0 4.2 1.80
5 2278 3390 5.59 60.0 4.2 1.80
6 2328 3911 6.45 60.0 4.2 1.80
337
33
303
85.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.5511.1210.57
FRG 3134.02
5.94
6.55
7.55
FRG 4134.45
6.13
6.63
7.68
FRG 5134.66
6.20
6.71
7.78
FRG 6134.57
6.24
6.76
7.88
9.379.889.38
FRG 3133.93
5.56
6.10
7.28
FRG 4134.37
6.01
6.43
7.38
FRG 5134.66
6.07
6.49
7.48
FRG 6134.57
6.13
6.55
7.55
8.048.478.05
FRG 3133.80
5.08
5.47
6.50
FRG 4134.23
5.81
6.17
7.03
FRG 5134.56
5.92
6.24
7.13
FRG 6134.57
5.96
6.28
7.19
7.357.747.36
FRG 3133.72
4.82
5.15
6.09
FRG 4134.14
5.51
5.89
6.84
FRG 5134.47
5.82
6.09
6.94
FRG 6134.51
5.86
6.14
6.99
6.296.626.30
FRG 3133.58
4.41
4.64
5.45
FRG 4133.98
5.04
5.30
6.23
FRG 5134.29
5.57
5.84
6.61
FRG 6134.34
5.68
5.89
6.67
11.9212.5611.93
FRG 3134.12
6.23
6.92
8.26
FRG 4134.45
6.74
7.26
8.40
FRG 5134.66
6.82
7.36
8.54
FRG 6134.57
6.88
7.44
8.65
10.4210.9810.43
FRG 3134.02
5.86
6.39
7.62
FRG 4134.45
6.57
6.99
8.01
FRG 5134.66
6.64
7.07
8.13
FRG 6134.57
6.70
7.15
8.23
8.789.268.80
FRG 3133.88
5.31
5.68
6.72
FRG 4134.32
6.07
6.49
7.55
FRG 5134.66
6.40
6.73
7.67
FRG 6134.57
6.46
6.78
7.75
11.1911.8011.21
FRG 3134.07
6.08
6.74
7.78
FRG 4134.45
6.34
6.84
7.92
FRG 5134.66
6.40
6.92
8.03
FRG 6134.57
6.46
6.99
8.12
9.8610.40
9.88
FRG 3133.97
5.71
6.24
7.46
FRG 4134.42
6.20
6.61
7.59
FRG 5134.66
6.26
6.69
7.69
FRG 6134.57
6.31
6.74
7.77
8.398.848.41
FRG 3133.84
5.19
5.57
6.61
FRG 4134.27
5.93
6.32
7.21
FRG 5134.61
6.07
6.40
7.30
FRG 6134.57
6.13
6.46
7.37
0.23
0.36
0.44 1.60
2.27
0.28
0.46
0.53 1.85
2.58
0.33
0.55
0.61 2.13
2.81
0.34
0.57
0.62 2.17
2.87
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
18606 17.24 7.76 4.40 18.56 2161 2046 2049 1.14
3595 3 1510 2078 7.65 60.0 4.2 1.80
4 1867 2717 8.43 60.0 4.2 1.80
5 2172 3322 9.33 60.0 4.2 1.80
6 2219 3813 9.15 60.0 4.2 1.80
376
56
320
99.1
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.0311.7210.92
FRG 514R3.54
5.80
6.26
7.25
FRG 614R3.67
5.86
6.32
7.32
FRG 714R3.91
5.90
6.38
7.40
FRG 814R3.76
5.92
6.41
7.44
8.0010.36
9.66
FRG 514R3.54
5.44
5.95
6.96
FRG 614R3.67
5.74
6.13
7.03
FRG 714R3.91
5.78
6.17
7.09
FRG 814R3.76
5.80
6.21
7.14
6.848.848.24
FRG 514R3.54
4.95
5.33
6.32
FRG 614R3.67
5.44
5.85
6.70
FRG 714R3.91
5.63
5.92
6.75
FRG 814R3.76
5.65
5.96
6.78
6.258.067.52
FRG 514R3.54
4.70
5.00
5.91
FRG 614R3.67
5.16
5.50
6.50
FRG 714R3.91
5.53
5.78
6.57
FRG 814R3.76
5.55
5.80
6.61
5.346.876.41
FRG 514R3.54
4.28
4.50
5.29
FRG 614R3.67
4.70
4.94
5.81
FRG 714R3.91
5.05
5.30
6.23
FRG 814R3.76
5.28
5.55
6.29
10.2413.3012.39
FRG 514R3.54
6.23
6.88
7.93
FRG 614R3.67
6.46
6.96
8.03
FRG 714R3.91
6.51
7.01
8.13
FRG 814R3.76
6.53
7.05
8.19
8.9211.5710.78
FRG 514R3.54
5.74
6.24
7.44
FRG 614R3.67
6.28
6.67
7.65
FRG 714R3.91
6.32
6.73
7.73
FRG 814R3.76
6.36
6.76
7.78
7.499.699.03
FRG 514R3.54
5.18
5.53
6.54
FRG 614R3.67
5.69
6.08
7.19
FRG 714R3.91
6.09
6.40
7.28
FRG 814R3.76
6.13
6.42
7.32
9.6012.4611.61
FRG 514R3.54
5.99
6.46
7.46
FRG 614R3.67
6.05
6.53
7.55
FRG 714R3.91
6.09
6.58
7.63
FRG 814R3.76
6.13
6.61
7.67
8.4310.9310.18
FRG 514R3.54
5.58
6.09
7.15
FRG 614R3.67
5.92
6.30
7.23
FRG 714R3.91
5.96
6.35
7.30
FRG 814R3.76
5.99
6.38
7.34
7.159.258.62
FRG 514R3.54
5.06
5.43
6.43
FRG 614R3.67
5.56
5.96
6.86
FRG 714R3.91
5.78
6.07
6.92
FRG 814R3.76
5.80
6.11
6.96
0.39
0.60
0.73 2.67
3.72
0.42
0.71
0.82 2.93
4.21
0.47
0.80
0.89 3.20
4.58
0.44
0.87
0.96 3.45
4.70
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
27217 17.96 7.04 4.04 18.25 3910 2981 3633 1.14
5800 5 2467 3421 6.30 60.0 4.2 1.80
6 3013 4132 4.92 60.0 4.2 1.80
7 3365 4753 5.51 60.0 4.2 1.80
8 3332 5203 7.52 60.0 4.2 1.80
347
47
300
86.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.3317.1712.44
FRG 514R4.89
6.38
6.90
8.00
FRG 614R5.08
6.46
6.99
8.11
FRG 714R5.41
6.50
7.05
8.20
FRG 814R5.20
6.53
7.09
8.25
10.0715.2511.06
FRG 514R4.87
6.26
6.69
7.69
FRG 614R5.08
6.32
6.76
7.78
FRG 714R5.41
6.38
6.82
7.88
FRG 814R5.20
6.41
6.86
7.92
8.6613.07
9.49
FRG 514R4.70
6.09
6.44
7.32
FRG 614R5.08
6.15
6.49
7.42
FRG 714R5.41
6.21
6.55
7.50
FRG 814R5.20
6.23
6.59
7.53
7.9211.94
8.69
FRG 514R4.60
5.86
6.26
7.13
FRG 614R5.08
6.05
6.34
7.22
FRG 714R5.37
6.10
6.40
7.28
FRG 814R5.20
6.13
6.43
7.32
6.7910.20
7.43
FRG 514R4.41
5.35
5.64
6.64
FRG 614R4.87
5.87
6.09
6.88
FRG 714R5.15
5.92
6.14
6.95
FRG 814R5.12
5.94
6.17
6.99
12.7719.3814.02
FRG 514R4.89
7.01
7.57
8.75
FRG 614R5.08
7.10
7.67
8.88
FRG 714R5.41
7.17
7.75
9.00
FRG 814R5.20
7.21
7.80
9.07
11.1916.9612.28
FRG 514R4.89
6.84
7.27
8.34
FRG 614R5.08
6.92
7.36
8.46
FRG 714R5.41
6.98
7.44
8.57
FRG 814R5.20
7.01
7.48
8.63
9.4514.2910.37
FRG 514R4.81
6.44
6.90
7.87
FRG 614R5.08
6.67
6.99
7.98
FRG 714R5.41
6.73
7.07
8.07
FRG 814R5.20
6.75
7.11
8.13
12.0018.2113.18
FRG 514R4.89
6.59
7.12
8.23
FRG 614R5.08
6.67
7.21
8.36
FRG 714R5.41
6.73
7.27
8.46
FRG 814R5.20
6.75
7.32
8.51
10.6016.0611.64
FRG 514R4.89
6.46
6.88
7.90
FRG 614R5.08
6.51
6.96
8.00
FRG 714R5.41
6.57
7.02
8.09
FRG 814R5.20
6.61
7.06
8.15
9.0413.66
9.91
FRG 514R4.76
6.26
6.59
7.50
FRG 614R5.08
6.32
6.67
7.59
FRG 714R5.41
6.38
6.73
7.68
FRG 814R5.20
6.41
6.75
7.73
0.38
0.57
0.65 2.30
3.08
0.46
0.67
0.72 2.54
3.33
0.51
0.68
0.74 2.59
3.41
0.51
0.69
0.74 2.61
3.45
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
23521 16.43 8.57 3.82 18.11 3733 2431 2678 1.14
4115 5 2332 3361 9.79 60.0 4.2 1.80
6 2847 4045 10.16 60.0 4.2 1.80
7 3180 4635 10.83 60.0 4.2 1.80
8 3149 5049 10.41 60.0 4.2 1.80
391
77
314
99.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.3111.8612.81
FRG 617R4.17
5.86
6.32
7.30
FRG 717R4.47
5.90
6.38
7.38
FRG 817R4.71
5.94
6.42
7.46
8.2410.4911.32
FRG 617R4.17
5.74
6.13
7.01
FRG 717R4.47
5.78
6.17
7.09
FRG 817R4.71
5.82
6.22
7.15
7.058.959.65
FRG 617R4.17
5.34
5.74
6.69
FRG 717R4.47
5.62
5.92
6.74
FRG 817R4.71
5.66
5.96
6.80
6.438.168.80
FRG 617R4.17
5.06
5.39
6.37
FRG 717R4.47
5.44
5.78
6.55
FRG 817R4.71
5.56
5.82
6.61
5.506.957.49
FRG 617R4.11
4.61
4.84
5.69
FRG 717R4.38
4.96
5.21
6.12
FRG 817R4.64
5.28
5.55
6.30
10.5613.4714.54
FRG 617R4.17
6.46
6.95
8.01
FRG 717R4.47
6.51
7.01
8.11
FRG 817R4.71
6.55
7.07
8.21
9.1911.7112.64
FRG 617R4.17
6.18
6.67
7.63
FRG 717R4.47
6.32
6.73
7.71
FRG 817R4.71
6.38
6.78
7.79
7.729.81
10.58
FRG 617R4.17
5.58
5.96
7.04
FRG 717R4.47
6.00
6.39
7.26
FRG 817R4.71
6.14
6.44
7.34
9.8912.6113.62
FRG 617R4.17
6.05
6.52
7.53
FRG 717R4.47
6.09
6.57
7.61
FRG 817R4.71
6.14
6.63
7.69
8.6911.0611.94
FRG 617R4.17
5.92
6.30
7.22
FRG 717R4.47
5.96
6.34
7.28
FRG 817R4.71
5.99
6.40
7.36
7.379.36
10.10
FRG 617R4.17
5.45
5.84
6.85
FRG 717R4.47
5.78
6.07
6.92
FRG 817R4.71
5.82
6.11
6.98
0.52
0.68
0.80 2.89
4.01
0.59
0.78
0.89 3.19
4.38
0.66
0.87
0.96 3.45
4.72
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
27374 17.85 7.15 2.86 17.85 3960 3077 4286 1.14
5740 6 2644 3969 8.33 60.0 4.2 1.80
7 3008 4590 8.67 60.0 4.2 1.80
8 3370 5203 8.53 60.0 4.2 1.80
347
56
291
82.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.5917.2713.98
FRG 617R5.76
6.46
6.98
8.09
FRG 717R6.18
6.50
7.05
8.19
FRG 817R6.51
6.55
7.11
8.28
10.3115.3312.43
FRG 617R5.68
6.32
6.76
7.77
FRG 717R6.06
6.38
6.82
7.86
FRG 817R6.41
6.43
6.88
7.94
8.8613.1410.66
FRG 617R5.43
6.15
6.49
7.40
FRG 717R5.79
6.21
6.55
7.48
FRG 817R6.13
6.24
6.60
7.55
8.1112.01
9.75
FRG 617R5.28
6.05
6.34
7.21
FRG 717R5.64
6.09
6.40
7.27
FRG 817R5.96
6.15
6.44
7.34
6.9410.25
8.34
FRG 617R5.02
5.75
6.06
6.88
FRG 717R5.35
5.91
6.13
6.94
FRG 817R5.67
5.96
6.18
6.99
13.0719.4915.77
FRG 617R5.76
7.11
7.67
8.88
FRG 717R6.18
7.17
7.75
9.00
FRG 817R6.51
7.25
7.83
9.11
11.4517.0513.81
FRG 617R5.76
6.92
7.36
8.46
FRG 717R6.18
6.98
7.44
8.55
FRG 817R6.51
7.03
7.51
8.67
9.6714.3711.65
FRG 617R5.59
6.67
6.99
7.98
FRG 717R5.97
6.73
7.07
8.05
FRG 817R6.32
6.78
7.13
8.15
12.2918.3114.82
FRG 617R5.76
6.67
7.21
8.34
FRG 717R6.18
6.73
7.26
8.44
FRG 817R6.51
6.78
7.34
8.54
10.8516.1413.08
FRG 617R5.76
6.51
6.96
8.00
FRG 717R6.16
6.57
7.01
8.09
FRG 817R6.51
6.63
7.09
8.17
9.2513.7311.14
FRG 617R5.51
6.32
6.66
7.59
FRG 717R5.88
6.38
6.72
7.67
FRG 817R6.22
6.43
6.77
7.75
0.49
0.64
0.72 2.52
3.33
0.56
0.68
0.73 2.58
3.40
0.62
0.69
0.75 2.62
3.46
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
23558 16.37 8.63 2.68 17.93 3754 2490 3023 1.14
4093 6 2481 3882 11.53 60.0 4.2 1.80
7 2823 4472 12.36 60.0 4.2 1.80
8 3163 5049 13.03 60.0 4.2 1.80
391
92
299
93.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.406.917.51
FRG 2111.79
3.91
4.35
5.24
FRG 3112.19
4.81
5.36
6.46
FRG 4112.50
5.53
6.02
6.98
FRG 5112.53
5.63
6.08
7.05
7.466.146.67
FRG 2111.79
3.63
3.98
4.76
FRG 3112.19
4.48
4.91
5.87
FRG 4112.50
5.14
5.64
6.71
FRG 5112.53
5.51
5.90
6.78
6.405.285.73
FRG 2111.79
3.32
3.57
4.23
FRG 3112.19
4.09
4.40
5.22
FRG 4112.50
4.69
5.05
5.99
FRG 5112.53
5.17
5.57
6.46
5.864.845.25
FRG 2111.79
3.15
3.35
3.96
FRG 3112.19
3.88
4.13
4.89
FRG 4112.50
4.45
4.75
5.61
FRG 5112.53
4.91
5.23
6.19
5.024.164.50
FRG 2111.79
2.87
3.02
3.55
FRG 3112.19
3.54
3.72
4.37
FRG 4112.50
4.06
4.27
5.02
FRG 5112.53
4.48
4.71
5.54
9.507.808.49
FRG 2111.79
4.15
4.61
5.54
FRG 3112.19
5.12
5.68
6.82
FRG 4112.50
5.88
6.52
7.63
FRG 5112.53
6.19
6.67
7.73
8.306.827.42
FRG 2111.79
3.83
4.18
4.98
FRG 3112.19
4.72
5.15
6.14
FRG 4112.50
5.42
5.91
7.05
FRG 5112.53
5.98
6.40
7.36
6.995.766.26
FRG 2111.79
3.46
3.70
4.38
FRG 3112.19
4.27
4.56
5.40
FRG 4112.50
4.90
5.24
6.20
FRG 5112.53
5.41
5.78
6.84
8.927.327.97
FRG 2111.79
4.02
4.47
5.38
FRG 3112.19
4.96
5.51
6.63
FRG 4112.50
5.70
6.21
7.18
FRG 5112.53
5.80
6.26
7.26
7.866.467.02
FRG 2111.79
3.73
4.08
4.87
FRG 3112.19
4.60
5.02
6.00
FRG 4112.50
5.28
5.77
6.88
FRG 5112.53
5.69
6.05
6.96
6.685.515.98
FRG 2111.79
3.39
3.63
4.31
FRG 3112.19
4.17
4.48
5.31
FRG 4112.50
4.80
5.14
6.10
FRG 5112.53
5.29
5.67
6.61
0.09
0.25
0.31 1.11
1.62
0.14
0.38
0.47 1.69
2.51
0.18
0.50
0.61 2.22
3.16
0.18
0.59
0.68 2.46
3.49
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
22752 19.88 6.12 6.50 20.25 2168 2670 2371 1.13
5576 2 1144 1477 3.59 60.0 4.2 1.80
3 1744 2242 3.39 60.0 4.2 1.80
4 2186 2958 3.70 60.0 4.2 1.80
5 2357 3594 5.06 60.0 4.2 1.80
360
28
332
97.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.7110.56
9.69
FRG 2112.59
4.76
5.52
6.65
FRG 3113.10
6.09
6.66
7.71
FRG 4113.53
6.24
6.74
7.82
FRG 5113.58
6.30
6.82
7.94
9.549.418.64
FRG 2112.59
4.59
5.07
6.07
FRG 3113.10
5.68
6.24
7.42
FRG 4113.53
6.11
6.54
7.53
FRG 5113.58
6.18
6.61
7.63
8.228.107.44
FRG 2112.59
4.23
4.56
5.42
FRG 3113.10
5.20
5.61
6.66
FRG 4113.53
5.96
6.28
7.18
FRG 5113.58
6.01
6.36
7.26
7.537.426.82
FRG 2112.59
4.01
4.29
5.08
FRG 3113.10
4.94
5.28
6.25
FRG 4113.53
5.66
6.05
6.99
FRG 5113.58
5.92
6.21
7.07
6.466.375.86
FRG 2112.59
3.67
3.87
4.55
FRG 3113.10
4.52
4.76
5.60
FRG 4113.53
5.18
5.46
6.42
FRG 5113.58
5.70
5.96
6.74
12.0511.8810.90
FRG 2112.59
5.25
5.83
7.01
FRG 3113.10
6.46
7.17
8.39
FRG 4113.53
6.84
7.38
8.55
FRG 5113.58
6.92
7.48
8.69
10.5810.43
9.57
FRG 2112.59
4.76
5.31
6.33
FRG 3113.10
5.98
6.53
7.79
FRG 4113.53
6.66
7.09
8.15
FRG 5113.58
6.74
7.19
8.28
8.968.848.11
FRG 2112.59
4.41
4.73
5.60
FRG 3113.10
5.42
5.81
6.89
FRG 4113.53
6.22
6.67
7.71
FRG 5113.58
6.47
6.84
7.80
11.3411.1810.26
FRG 2112.59
4.86
5.67
6.83
FRG 3113.10
6.26
6.86
7.92
FRG 4113.53
6.44
6.96
8.05
FRG 5113.58
6.49
7.03
8.17
10.049.899.08
FRG 2112.59
4.67
5.19
6.20
FRG 3113.10
5.82
6.38
7.61
FRG 4113.53
6.30
6.73
7.73
FRG 5113.58
6.36
6.80
7.84
8.578.457.76
FRG 2112.59
4.31
4.64
5.51
FRG 3113.10
5.31
5.71
6.77
FRG 4113.53
6.08
6.44
7.34
FRG 5113.58
6.18
6.51
7.44
0.11
0.24
0.31 1.11
1.62
0.16
0.38
0.46 1.66
2.30
0.21
0.47
0.54 1.91
2.62
0.22
0.56
0.61 2.15
2.84
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20175 18.36 7.64 6.24 19.90 2102 2133 1920 1.13
3964 2 1098 1466 5.18 60.0 4.2 1.80
3 1674 2218 5.16 60.0 4.2 1.80
4 2099 2914 5.64 60.0 4.2 1.80
5 2263 3526 7.15 60.0 4.2 1.80
399
48
351
112.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.507.508.90
FRG 3132.95
4.77
5.31
6.40
FRG 4133.08
5.47
6.07
7.01
FRG 5133.22
5.67
6.13
7.09
FRG 6133.16
5.71
6.17
7.17
7.546.667.90
FRG 3132.95
4.44
4.86
5.81
FRG 4133.08
5.09
5.57
6.66
FRG 5133.22
5.55
5.94
6.82
FRG 6133.16
5.59
5.98
6.88
6.475.726.77
FRG 3132.95
4.05
4.36
5.17
FRG 4133.08
4.64
4.99
5.93
FRG 5133.22
5.14
5.54
6.49
FRG 6133.16
5.40
5.74
6.55
5.925.246.19
FRG 3132.95
3.84
4.09
4.84
FRG 4133.08
4.40
4.69
5.55
FRG 5133.22
4.88
5.20
6.15
FRG 6133.16
5.20
5.55
6.38
5.074.505.30
FRG 3132.85
3.50
3.68
4.33
FRG 4133.08
4.02
4.22
4.96
FRG 5133.22
4.45
4.68
5.50
FRG 6133.16
4.79
5.03
5.92
9.608.47
10.07
FRG 3132.95
5.07
5.62
6.76
FRG 4133.08
5.81
6.45
7.67
FRG 5133.22
6.23
6.72
7.77
FRG 6133.16
6.28
6.78
7.86
8.397.408.79
FRG 3132.95
4.68
5.10
6.08
FRG 4133.08
5.36
5.84
6.97
FRG 5133.22
5.95
6.46
7.40
FRG 6133.16
6.02
6.51
7.48
7.076.257.40
FRG 3132.95
4.23
4.52
5.35
FRG 4133.08
4.85
5.18
6.13
FRG 5133.22
5.37
5.75
6.80
FRG 6133.16
5.63
6.02
7.05
9.017.959.45
FRG 3132.95
4.91
5.46
6.57
FRG 4133.08
5.63
6.25
7.23
FRG 5133.22
5.85
6.32
7.32
FRG 6133.16
5.90
6.37
7.38
7.947.018.32
FRG 3132.95
4.55
4.98
5.94
FRG 4133.08
5.22
5.70
6.81
FRG 5133.22
5.73
6.11
7.01
FRG 6133.16
5.76
6.15
7.07
6.755.977.07
FRG 3132.95
4.14
4.44
5.26
FRG 4133.08
4.74
5.09
6.03
FRG 5133.22
5.26
5.64
6.65
FRG 6133.16
5.51
5.88
6.71
0.23
0.37
0.46 1.66
2.46
0.27
0.49
0.60 2.19
3.20
0.29
0.59
0.69 2.51
3.48
0.28
0.65
0.74 2.67
3.78
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
23637 19.66 6.34 4.90 19.58 2366 2700 2836 1.13
5588 3 1682 2201 4.11 60.0 4.2 1.80
4 2080 2891 4.53 60.0 4.2 1.80
5 2420 3554 5.24 60.0 4.2 1.80
6 2472 4107 6.32 60.0 4.2 1.80
360
33
327
95.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.6911.4310.70
FRG 3133.95
5.99
6.68
7.75
FRG 4134.35
6.26
6.78
7.86
FRG 5134.55
6.34
6.86
7.98
FRG 6134.46
6.38
6.92
8.05
9.5210.18
9.54
FRG 3133.87
5.63
6.18
7.40
FRG 4134.30
6.15
6.57
7.55
FRG 5134.55
6.21
6.65
7.67
FRG 6134.46
6.26
6.71
7.75
8.208.768.21
FRG 3133.75
5.15
5.56
6.60
FRG 4134.17
5.89
6.32
7.21
FRG 5134.50
6.05
6.39
7.30
FRG 6134.46
6.09
6.44
7.37
7.518.027.52
FRG 3133.68
4.89
5.23
6.19
FRG 4134.09
5.60
5.98
7.01
FRG 5134.42
5.96
6.24
7.11
FRG 6134.46
5.99
6.28
7.17
6.456.886.45
FRG 3133.55
4.48
4.72
5.55
FRG 4133.95
5.12
5.40
6.35
FRG 5134.26
5.66
5.97
6.78
FRG 6134.30
5.81
6.03
6.84
12.0312.8712.04
FRG 3134.04
6.27
7.11
8.44
FRG 4134.35
6.88
7.42
8.57
FRG 5134.55
6.96
7.51
8.73
FRG 6134.46
7.01
7.59
8.82
10.5611.2910.57
FRG 3133.95
5.92
6.47
7.72
FRG 4134.35
6.66
7.13
8.19
FRG 5134.55
6.77
7.23
8.30
FRG 6134.46
6.83
7.29
8.41
8.949.568.95
FRG 3133.83
5.37
5.76
6.82
FRG 4134.26
6.15
6.59
7.73
FRG 5134.55
6.53
6.88
7.84
FRG 6134.46
6.59
6.94
7.93
11.3212.1011.33
FRG 3133.99
6.12
6.90
7.96
FRG 4134.35
6.47
6.99
8.09
FRG 5134.55
6.53
7.07
8.21
FRG 6134.46
6.59
7.14
8.30
10.0110.7010.03
FRG 3133.91
5.77
6.32
7.55
FRG 4134.35
6.33
6.76
7.76
FRG 5134.55
6.40
6.84
7.87
FRG 6134.46
6.46
6.90
7.96
8.559.148.56
FRG 3133.79
5.26
5.66
6.71
FRG 4134.21
6.01
6.47
7.38
FRG 5134.55
6.21
6.55
7.48
FRG 6134.46
6.26
6.61
7.55
0.22
0.36
0.45 1.64
2.33
0.27
0.46
0.53 1.89
2.64
0.31
0.55
0.62 2.16
2.88
0.32
0.58
0.63 2.21
2.93
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20779 18.11 7.89 4.68 19.31 2282 2128 2131 1.13
3950 3 1605 2176 6.84 60.0 4.2 1.80
4 1985 2848 7.54 60.0 4.2 1.80
5 2309 3485 8.72 60.0 4.2 1.80
6 2359 4009 8.93 60.0 4.2 1.80
399
56
343
109.1
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.1512.0711.05
FRG 514R3.46
5.90
6.41
7.40
FRG 614R3.60
5.98
6.47
7.50
FRG 714R3.83
6.02
6.51
7.56
FRG 814R3.68
6.05
6.55
7.61
8.1310.71
9.81
FRG 514R3.46
5.50
6.03
7.12
FRG 614R3.60
5.86
6.26
7.21
FRG 714R3.83
5.91
6.31
7.26
FRG 814R3.68
5.94
6.34
7.30
6.989.178.41
FRG 514R3.46
5.02
5.41
6.42
FRG 614R3.60
5.52
5.94
6.86
FRG 714R3.83
5.74
6.06
6.92
FRG 814R3.68
5.77
6.09
6.96
6.388.387.68
FRG 514R3.46
4.76
5.08
6.01
FRG 614R3.60
5.23
5.59
6.60
FRG 714R3.83
5.62
5.92
6.73
FRG 814R3.68
5.68
5.95
6.76
5.477.166.57
FRG 514R3.46
4.35
4.58
5.38
FRG 614R3.60
4.78
5.03
5.91
FRG 714R3.83
5.13
5.40
6.34
FRG 814R3.68
5.37
5.65
6.46
10.3313.6512.49
FRG 514R3.46
6.28
6.96
8.09
FRG 614R3.60
6.57
7.09
8.20
FRG 714R3.83
6.63
7.15
8.28
FRG 814R3.68
6.67
7.19
8.34
9.0311.9210.91
FRG 514R3.46
5.79
6.32
7.54
FRG 614R3.60
6.37
6.80
7.80
FRG 714R3.83
6.46
6.87
7.90
FRG 814R3.68
6.49
6.90
7.94
7.6210.04
9.19
FRG 514R3.46
5.24
5.61
6.64
FRG 614R3.60
5.76
6.16
7.30
FRG 714R3.83
6.18
6.53
7.44
FRG 814R3.68
6.24
6.57
7.49
9.7012.8111.73
FRG 514R3.46
6.08
6.61
7.63
FRG 614R3.60
6.17
6.67
7.71
FRG 714R3.83
6.23
6.73
7.79
FRG 814R3.68
6.24
6.76
7.84
8.5511.2810.33
FRG 514R3.46
5.64
6.17
7.30
FRG 614R3.60
6.04
6.44
7.40
FRG 714R3.83
6.09
6.49
7.47
FRG 814R3.68
6.11
6.53
7.51
7.289.588.78
FRG 514R3.46
5.13
5.51
6.53
FRG 614R3.60
5.64
6.05
7.02
FRG 714R3.83
5.91
6.22
7.09
FRG 814R3.68
5.94
6.24
7.13
0.36
0.60
0.74 2.70
3.79
0.39
0.71
0.82 2.96
4.23
0.44
0.81
0.91 3.26
4.59
0.41
0.87
0.97 3.47
4.80
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30393 18.83 7.17 4.30 18.99 4143 3102 3780 1.13
6357 5 2628 3584 5.73 60.0 4.2 1.80
6 3209 4328 4.47 60.0 4.2 1.80
7 3584 4981 5.00 60.0 4.2 1.80
8 3550 5464 7.37 60.0 4.2 1.80
370
47
323
96.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.4617.7512.58
FRG 514R4.78
6.53
7.07
8.19
FRG 614R4.96
6.60
7.15
8.30
FRG 714R5.29
6.65
7.22
8.40
FRG 814R5.08
6.69
7.26
8.46
10.2215.8111.22
FRG 514R4.78
6.42
6.86
7.88
FRG 614R4.96
6.48
6.94
7.98
FRG 714R5.29
6.53
6.99
8.07
FRG 814R5.08
6.55
7.03
8.13
8.8113.60
9.67
FRG 514R4.65
6.24
6.59
7.51
FRG 614R4.96
6.30
6.67
7.61
FRG 714R5.29
6.36
6.72
7.69
FRG 814R5.08
6.38
6.74
7.73
8.0812.45
8.86
FRG 514R4.56
5.95
6.36
7.32
FRG 614R4.96
6.21
6.51
7.40
FRG 714R5.29
6.24
6.56
7.48
FRG 814R5.08
6.28
6.59
7.51
6.9410.66
7.61
FRG 514R4.39
5.44
5.74
6.76
FRG 614R4.85
5.97
6.24
7.07
FRG 714R5.12
6.05
6.30
7.13
FRG 814R5.08
6.09
6.32
7.17
12.8719.9714.14
FRG 514R4.78
7.17
7.73
8.94
FRG 614R4.96
7.25
7.82
9.07
FRG 714R5.29
7.31
7.92
9.20
FRG 814R5.08
7.36
7.96
9.27
11.3217.5312.43
FRG 514R4.78
6.98
7.44
8.53
FRG 614R4.96
7.05
7.53
8.65
FRG 714R5.29
7.12
7.61
8.76
FRG 814R5.08
7.17
7.65
8.82
9.6114.8410.54
FRG 514R4.75
6.52
7.00
8.05
FRG 614R4.96
6.81
7.17
8.17
FRG 714R5.29
6.87
7.23
8.26
FRG 814R5.08
6.90
7.27
8.32
12.1218.7913.31
FRG 514R4.78
6.74
7.28
8.42
FRG 614R4.96
6.81
7.37
8.55
FRG 714R5.29
6.87
7.44
8.65
FRG 814R5.08
6.90
7.49
8.71
10.7416.6311.79
FRG 514R4.78
6.60
7.05
8.09
FRG 614R4.96
6.67
7.13
8.21
FRG 714R5.29
6.73
7.19
8.28
FRG 814R5.08
6.76
7.23
8.34
9.1914.1910.08
FRG 514R4.70
6.38
6.75
7.69
FRG 614R4.96
6.48
6.82
7.78
FRG 714R5.29
6.53
6.88
7.88
FRG 814R5.08
6.55
6.92
7.92
0.36
0.57
0.66 2.32
3.16
0.45
0.67
0.74 2.59
3.43
0.50
0.69
0.75 2.65
3.48
0.49
0.70
0.76 2.66
3.53
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
26404 17.26 8.74 4.08 18.81 3964 2524 2781 1.13
4533 5 2491 3524 9.55 60.0 4.2 1.80
6 3041 4241 9.92 60.0 4.2 1.80
7 3397 4864 10.57 60.0 4.2 1.80
8 3363 5310 10.16 60.0 4.2 1.80
414
77
337
109.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.3812.2812.90
FRG 617R4.08
5.98
6.47
7.48
FRG 717R4.38
6.03
6.51
7.55
FRG 817R4.61
6.07
6.57
7.63
8.3310.8911.44
FRG 617R4.08
5.87
6.26
7.19
FRG 717R4.38
5.91
6.31
7.26
FRG 817R4.61
5.95
6.36
7.32
7.159.339.79
FRG 617R4.08
5.41
5.83
6.86
FRG 717R4.38
5.74
6.06
6.92
FRG 817R4.61
5.78
6.11
6.98
6.548.528.95
FRG 617R4.08
5.14
5.48
6.48
FRG 717R4.38
5.52
5.89
6.73
FRG 817R4.61
5.69
5.96
6.78
5.617.287.64
FRG 617R4.08
4.69
4.93
5.80
FRG 717R4.38
5.04
5.31
6.24
FRG 817R4.61
5.37
5.65
6.47
10.6013.8814.59
FRG 617R4.08
6.57
7.09
8.19
FRG 717R4.38
6.63
7.15
8.28
FRG 817R4.61
6.69
7.21
8.36
9.2712.1212.74
FRG 617R4.08
6.25
6.81
7.80
FRG 717R4.38
6.46
6.87
7.88
FRG 817R4.61
6.50
6.93
7.96
7.8210.2010.72
FRG 617R4.08
5.65
6.05
7.16
FRG 717R4.38
6.08
6.50
7.44
FRG 817R4.61
6.26
6.58
7.50
9.9513.0313.69
FRG 617R4.08
6.18
6.67
7.71
FRG 717R4.38
6.23
6.73
7.78
FRG 817R4.61
6.26
6.77
7.86
8.7711.4712.05
FRG 617R4.08
6.05
6.44
7.38
FRG 717R4.38
6.09
6.49
7.46
FRG 817R4.61
6.13
6.54
7.53
7.479.74
10.23
FRG 617R4.08
5.53
5.94
7.01
FRG 717R4.38
5.91
6.22
7.07
FRG 817R4.61
5.95
6.26
7.15
0.50
0.69
0.82 2.96
4.10
0.57
0.78
0.90 3.23
4.44
0.64
0.87
0.97 3.47
4.82
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30666 18.69 7.31 3.06 18.48 4216 3186 4437 1.13
6290 6 2829 4165 7.60 60.0 4.2 1.80
7 3219 4819 7.45 60.0 4.2 1.80
8 3606 5464 7.33 60.0 4.2 1.80
370
56
314
92.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.6417.9214.04
FRG 617R5.63
6.59
7.15
8.28
FRG 717R6.03
6.65
7.21
8.38
FRG 817R6.36
6.71
7.28
8.48
10.3915.9612.52
FRG 617R5.63
6.48
6.93
7.98
FRG 717R6.01
6.52
6.99
8.05
FRG 817R6.36
6.57
7.05
8.15
8.9613.7310.78
FRG 617R5.41
6.30
6.65
7.59
FRG 717R5.77
6.35
6.71
7.67
FRG 817R6.11
6.40
6.76
7.75
8.2112.56
9.87
FRG 617R5.27
6.21
6.50
7.40
FRG 717R5.62
6.24
6.55
7.46
FRG 817R5.95
6.29
6.61
7.53
7.0510.76
8.47
FRG 617R5.02
5.86
6.18
7.05
FRG 717R5.36
6.05
6.29
7.12
FRG 817R5.67
6.10
6.34
7.19
13.0820.1615.79
FRG 617R5.63
7.25
7.82
9.07
FRG 717R6.03
7.32
7.92
9.19
FRG 817R6.36
7.38
8.00
9.30
11.5117.7013.87
FRG 617R5.63
7.05
7.53
8.65
FRG 717R6.03
7.13
7.61
8.75
FRG 817R6.36
7.19
7.68
8.86
9.7614.9811.76
FRG 617R5.56
6.81
7.17
8.17
FRG 717R5.93
6.87
7.23
8.25
FRG 817R6.27
6.94
7.30
8.34
12.3218.9714.86
FRG 617R5.63
6.81
7.36
8.53
FRG 717R6.03
6.87
7.44
8.63
FRG 817R6.36
6.94
7.51
8.75
10.9216.7813.16
FRG 617R5.63
6.67
7.13
8.19
FRG 717R6.03
6.73
7.19
8.28
FRG 817R6.36
6.78
7.25
8.38
9.3414.3311.25
FRG 617R5.48
6.48
6.82
7.78
FRG 717R5.85
6.52
6.88
7.86
FRG 817R6.19
6.57
6.94
7.94
0.48
0.65
0.72 2.54
3.40
0.54
0.69
0.75 2.64
3.47
0.61
0.70
0.76 2.68
3.55
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
26493 17.16 8.84 2.87 18.51 4003 2567 3116 1.13
4498 6 2661 4079 11.25 60.0 4.2 1.80
7 3027 4701 12.07 60.0 4.2 1.80
8 3392 5310 12.72 60.0 4.2 1.80
414
92
323
103.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 25 + 4 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.328.429.77
FRG 3132.85
4.96
5.54
6.68
FRG 4132.98
5.70
6.36
7.46
FRG 5133.12
6.01
6.50
7.55
FRG 6133.06
6.05
6.55
7.62
8.327.528.72
FRG 3132.85
4.63
5.09
6.09
FRG 4132.98
5.32
5.84
6.99
FRG 5133.12
5.90
6.30
7.26
FRG 6133.06
5.94
6.36
7.32
7.186.507.52
FRG 3132.85
4.24
4.58
5.43
FRG 4132.98
4.87
5.25
6.23
FRG 5133.12
5.40
5.82
6.92
FRG 6133.06
5.67
6.11
6.98
6.585.966.89
FRG 3132.85
4.03
4.31
5.10
FRG 4132.98
4.62
4.94
5.85
FRG 5133.12
5.13
5.48
6.49
FRG 6133.06
5.48
5.86
6.80
5.675.145.93
FRG 3132.83
3.69
3.88
4.57
FRG 4132.98
4.23
4.46
5.24
FRG 5133.12
4.69
4.95
5.82
FRG 6133.06
5.06
5.33
6.27
10.489.46
10.98
FRG 3132.85
5.27
5.85
7.04
FRG 4132.98
6.04
6.71
8.07
FRG 5133.12
6.57
7.11
8.23
FRG 6133.06
6.63
7.17
8.32
9.218.329.65
FRG 3132.85
4.88
5.32
6.36
FRG 4132.98
5.59
6.11
7.29
FRG 5133.12
6.21
6.78
7.86
FRG 6133.06
6.46
6.90
7.94
7.827.078.19
FRG 3132.85
4.42
4.74
5.62
FRG 4132.98
5.08
5.44
6.45
FRG 5133.12
5.63
6.04
7.15
FRG 6133.06
6.07
6.51
7.50
9.868.91
10.34
FRG 3132.85
5.11
5.69
6.85
FRG 4132.98
5.86
6.53
7.67
FRG 5133.12
6.20
6.71
7.76
FRG 6133.06
6.24
6.75
7.84
8.747.909.16
FRG 3132.85
4.75
5.20
6.22
FRG 4132.98
5.45
5.97
7.13
FRG 5133.12
6.05
6.48
7.46
FRG 6133.06
6.11
6.53
7.52
7.486.777.84
FRG 3132.85
4.33
4.66
5.52
FRG 4132.98
4.97
5.34
6.34
FRG 5133.12
5.51
5.93
7.03
FRG 6133.06
5.77
6.26
7.15
0.20
0.37
0.47 1.68
2.46
0.23
0.49
0.61 2.21
3.27
0.25
0.59
0.71 2.54
3.58
0.24
0.67
0.78 2.78
3.87
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
31211 21.78 7.22 5.85 22.50 2787 3102 3260 1.09
6481 3 2005 2495 3.75 60.0 4.2 1.80
4 2479 3284 4.13 60.0 4.2 1.80
5 2884 4044 4.77 60.0 4.2 1.80
6 2947 4696 6.11 60.0 4.2 1.80
400
33
367
92.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 25 + 4 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.6912.8111.71
FRG 3133.84
6.27
7.01
8.21
FRG 4134.16
6.63
7.19
8.32
FRG 5134.36
6.70
7.26
8.46
FRG 6134.28
6.74
7.33
8.54
10.4711.4710.49
FRG 3133.78
5.87
6.46
7.74
FRG 4134.16
6.51
6.98
8.03
FRG 5134.36
6.57
7.05
8.13
FRG 6134.28
6.63
7.11
8.23
9.079.939.08
FRG 3133.69
5.39
5.83
6.93
FRG 4134.10
6.17
6.68
7.67
FRG 5134.36
6.41
6.78
7.76
FRG 6134.28
6.46
6.84
7.84
8.339.128.35
FRG 3133.63
5.13
5.50
6.51
FRG 4134.04
5.87
6.30
7.46
FRG 5134.35
6.30
6.63
7.55
FRG 6134.28
6.35
6.69
7.63
7.197.867.20
FRG 3133.52
4.70
4.97
5.86
FRG 4133.92
5.39
5.69
6.71
FRG 5134.23
5.97
6.31
7.21
FRG 6134.27
6.17
6.42
7.28
13.0714.3313.09
FRG 3133.91
6.63
7.38
8.89
FRG 4134.16
7.24
7.82
9.05
FRG 5134.36
7.32
7.92
9.21
FRG 6134.28
7.38
8.00
9.32
11.5512.6611.57
FRG 3133.84
6.16
6.75
8.07
FRG 4134.16
7.06
7.53
8.67
FRG 5134.36
7.14
7.63
8.78
FRG 6134.28
7.21
7.71
8.90
9.8610.80
9.87
FRG 3133.74
5.62
6.04
7.16
FRG 4134.16
6.43
6.91
8.20
FRG 5134.36
6.90
7.28
8.31
FRG 6134.28
6.96
7.34
8.40
12.3413.5312.36
FRG 3133.87
6.44
7.19
8.44
FRG 4134.16
6.83
7.40
8.57
FRG 5134.36
6.90
7.48
8.69
FRG 6134.28
6.96
7.55
8.80
10.9812.0411.00
FRG 3133.81
6.01
6.60
7.90
FRG 4134.16
6.69
7.16
8.23
FRG 5134.36
6.76
7.25
8.34
FRG 6134.28
6.82
7.30
8.44
9.4410.35
9.46
FRG 3133.71
5.50
5.93
7.04
FRG 4134.13
6.30
6.79
7.84
FRG 5134.36
6.57
6.94
7.94
FRG 6134.28
6.63
6.99
8.01
0.19
0.37
0.46 1.67
2.40
0.24
0.48
0.55 1.94
2.72
0.28
0.56
0.63 2.19
2.93
0.28
0.60
0.65 2.27
3.01
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
27275 19.92 9.08 5.58 22.18 2690 2444 2448 1.09
4506 3 1915 2471 5.84 60.0 4.2 1.80
4 2368 3240 6.43 60.0 4.2 1.80
5 2756 3976 7.43 60.0 4.2 1.80
6 2815 4597 8.55 60.0 4.2 1.80
444
56
388
111.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 25 + 4 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.0513.7012.15
FRG 514R3.35
6.15
6.80
7.88
FRG 614R3.48
6.34
6.86
7.96
FRG 714R3.70
6.38
6.92
8.03
FRG 814R3.56
6.42
6.96
8.09
8.9812.2210.84
FRG 514R3.35
5.75
6.31
7.56
FRG 614R3.48
6.23
6.66
7.67
FRG 714R3.70
6.26
6.71
7.73
FRG 814R3.56
6.29
6.74
7.78
7.7510.52
9.35
FRG 514R3.35
5.26
5.68
6.75
FRG 614R3.48
5.78
6.24
7.30
FRG 714R3.70
6.11
6.46
7.37
FRG 814R3.56
6.13
6.48
7.42
7.119.648.57
FRG 514R3.35
5.00
5.35
6.33
FRG 614R3.48
5.50
5.88
6.96
FRG 714R3.70
5.90
6.30
7.17
FRG 814R3.56
6.03
6.33
7.21
6.138.287.36
FRG 514R3.35
4.58
4.83
5.69
FRG 614R3.48
5.03
5.31
6.25
FRG 714R3.70
5.40
5.70
6.71
FRG 814R3.56
5.67
5.98
6.88
11.2815.4013.65
FRG 514R3.35
6.52
7.25
8.57
FRG 614R3.48
6.94
7.50
8.68
FRG 714R3.70
6.99
7.55
8.76
FRG 814R3.56
7.03
7.61
8.84
9.9313.5412.00
FRG 514R3.35
6.04
6.60
7.89
FRG 614R3.48
6.64
7.21
8.28
FRG 714R3.70
6.82
7.27
8.36
FRG 814R3.56
6.86
7.32
8.42
8.4411.4810.19
FRG 514R3.35
5.49
5.89
6.98
FRG 614R3.48
6.03
6.47
7.67
FRG 714R3.70
6.47
6.93
7.90
FRG 814R3.56
6.61
6.97
7.96
10.6314.5012.85
FRG 514R3.35
6.33
7.00
8.09
FRG 614R3.48
6.53
7.07
8.19
FRG 714R3.70
6.59
7.13
8.26
FRG 814R3.56
6.61
7.17
8.32
9.4312.8411.39
FRG 514R3.35
5.89
6.46
7.72
FRG 614R3.48
6.40
6.84
7.86
FRG 714R3.70
6.46
6.90
7.94
FRG 814R3.56
6.48
6.93
7.99
8.0810.98
9.75
FRG 514R3.35
5.37
5.78
6.86
FRG 614R3.48
5.90
6.35
7.48
FRG 714R3.70
6.26
6.61
7.53
FRG 814R3.56
6.29
6.64
7.59
0.30
0.61
0.75 2.71
3.94
0.33
0.72
0.85 3.06
4.23
0.37
0.81
0.94 3.35
4.58
0.34
0.88
0.99 3.50
4.89
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
40204 20.71 8.29 5.18 21.88 4936 3573 4356 1.09
7274 5 3161 4075 5.02 60.0 4.2 1.80
6 3860 4916 3.91 60.0 4.2 1.80
7 4311 5668 4.38 60.0 4.2 1.80
8 4269 6249 7.11 60.0 4.2 1.80
411
47
364
94.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 25 + 4 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.4820.0413.70
FRG 514R4.57
6.92
7.50
8.67
FRG 614R4.75
6.98
7.57
8.78
FRG 714R5.06
7.03
7.63
8.90
FRG 814R4.86
7.07
7.69
8.96
11.2017.9512.29
FRG 514R4.57
6.78
7.27
8.36
FRG 614R4.75
6.85
7.34
8.48
FRG 714R5.06
6.90
7.42
8.56
FRG 814R4.86
6.94
7.46
8.63
9.7115.5310.66
FRG 514R4.57
6.56
6.99
8.00
FRG 614R4.75
6.68
7.07
8.09
FRG 714R5.06
6.73
7.13
8.17
FRG 814R4.86
6.76
7.17
8.23
8.9314.26
9.80
FRG 514R4.51
6.24
6.70
7.78
FRG 614R4.75
6.57
6.92
7.88
FRG 714R5.06
6.63
6.97
7.96
FRG 814R4.86
6.65
6.99
8.00
7.7112.27
8.45
FRG 514R4.37
5.73
6.06
7.14
FRG 614R4.75
6.28
6.65
7.52
FRG 714R5.06
6.43
6.69
7.59
FRG 814R4.86
6.46
6.73
7.63
13.9322.4015.30
FRG 514R4.57
7.54
8.15
9.44
FRG 614R4.75
7.63
8.25
9.57
FRG 714R5.06
7.69
8.34
9.71
FRG 814R4.86
7.75
8.40
9.78
12.3419.8113.55
FRG 514R4.57
7.32
7.86
9.03
FRG 614R4.75
7.44
7.96
9.15
FRG 714R5.06
7.50
8.03
9.27
FRG 814R4.86
7.55
8.07
9.34
10.5516.8911.58
FRG 514R4.57
6.82
7.35
8.55
FRG 614R4.75
7.19
7.59
8.67
FRG 714R5.06
7.25
7.65
8.76
FRG 814R4.86
7.29
7.71
8.82
13.1621.1514.46
FRG 514R4.57
7.13
7.71
8.92
FRG 614R4.75
7.19
7.79
9.05
FRG 714R5.06
7.25
7.86
9.15
FRG 814R4.86
7.29
7.92
9.23
11.7418.8312.89
FRG 514R4.57
6.98
7.47
8.57
FRG 614R4.75
7.05
7.55
8.69
FRG 714R5.06
7.11
7.61
8.78
FRG 814R4.86
7.15
7.66
8.86
10.1116.1811.10
FRG 514R4.57
6.69
7.17
8.17
FRG 614R4.75
6.85
7.25
8.26
FRG 714R5.06
6.90
7.30
8.36
FRG 814R4.86
6.94
7.34
8.42
0.33
0.58
0.67 2.36
3.26
0.39
0.68
0.76 2.67
3.51
0.44
0.71
0.77 2.70
3.58
0.41
0.72
0.78 2.74
3.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
34770 18.93 10.07 4.90 21.55 4713 2891 3186 1.09
5178 5 2991 4015 9.14 60.0 4.2 1.80
6 3652 4830 7.62 60.0 4.2 1.80
7 4079 5551 8.53 60.0 4.2 1.80
8 4039 6095 9.72 60.0 4.2 1.80
461
77
384
113.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 25 + 4 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.2714.0914.12
FRG 617R3.94
6.36
6.88
7.96
FRG 717R4.23
6.40
6.93
8.03
FRG 817R4.46
6.44
6.98
8.11
9.1712.5612.59
FRG 617R3.94
6.21
6.67
7.67
FRG 717R4.23
6.28
6.73
7.73
FRG 817R4.46
6.32
6.76
7.80
7.9110.8210.84
FRG 617R3.94
5.69
6.14
7.29
FRG 717R4.23
6.11
6.46
7.38
FRG 817R4.46
6.15
6.49
7.44
7.269.919.93
FRG 617R3.94
5.40
5.78
6.84
FRG 717R4.23
5.82
6.22
7.18
FRG 817R4.46
6.05
6.36
7.23
6.258.508.52
FRG 617R3.94
4.95
5.22
6.14
FRG 717R4.23
5.32
5.62
6.61
FRG 817R4.46
5.67
5.98
6.90
11.5215.8415.87
FRG 617R3.94
6.96
7.50
8.69
FRG 717R4.23
7.01
7.57
8.76
FRG 817R4.46
7.06
7.63
8.86
10.1413.9213.95
FRG 617R3.94
6.53
7.13
8.28
FRG 717R4.23
6.83
7.28
8.37
FRG 817R4.46
6.88
7.34
8.46
8.6211.8011.82
FRG 617R3.94
5.93
6.36
7.54
FRG 717R4.23
6.38
6.85
7.91
FRG 817R4.46
6.65
6.99
7.98
10.8614.9114.94
FRG 617R3.94
6.55
7.08
8.19
FRG 717R4.23
6.59
7.13
8.26
FRG 817R4.46
6.65
7.19
8.35
9.6313.2013.23
FRG 617R3.94
6.36
6.85
7.86
FRG 717R4.23
6.46
6.90
7.94
FRG 817R4.46
6.50
6.96
8.01
8.2511.2811.31
FRG 617R3.94
5.80
6.25
7.41
FRG 717R4.23
6.25
6.61
7.55
FRG 817R4.46
6.32
6.67
7.61
0.42
0.70
0.83 2.99
4.21
0.49
0.79
0.91 3.26
4.56
0.54
0.88
0.99 3.50
4.92
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
40843 20.47 8.53 3.72 21.21 5079 3653 5092 1.09
7179 6 3440 4754 6.30 60.0 4.2 1.80
7 3914 5506 6.18 60.0 4.2 1.80
8 4385 6249 6.08 60.0 4.2 1.80
411
56
355
90.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 25 + 4 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.5820.4215.18
FRG 617R5.38
6.99
7.57
8.78
FRG 717R5.77
7.03
7.63
8.88
FRG 817R6.08
7.09
7.71
8.98
11.2918.2913.61
FRG 617R5.38
6.86
7.34
8.46
FRG 717R5.77
6.91
7.42
8.55
FRG 817R6.08
6.96
7.48
8.65
9.7915.8311.79
FRG 617R5.38
6.69
7.07
8.07
FRG 717R5.75
6.73
7.13
8.16
FRG 817R6.08
6.78
7.19
8.25
9.0114.5310.84
FRG 617R5.28
6.57
6.92
7.86
FRG 717R5.63
6.63
6.98
7.94
FRG 817R5.96
6.67
7.01
8.01
7.7812.50
9.34
FRG 617R5.07
6.18
6.53
7.51
FRG 717R5.41
6.44
6.69
7.59
FRG 817R5.73
6.48
6.74
7.65
14.0422.8316.95
FRG 617R5.38
7.63
8.26
9.57
FRG 717R5.77
7.71
8.34
9.69
FRG 817R6.08
7.76
8.42
9.82
12.4420.1915.00
FRG 617R5.38
7.44
7.96
9.15
FRG 717R5.77
7.51
8.03
9.27
FRG 817R6.08
7.57
8.11
9.36
10.6417.2212.81
FRG 617R5.38
7.21
7.59
8.65
FRG 717R5.77
7.26
7.65
8.75
FRG 817R6.08
7.32
7.73
8.84
13.2721.5616.02
FRG 617R5.38
7.21
7.80
9.03
FRG 717R5.77
7.26
7.86
9.15
FRG 817R6.08
7.32
7.94
9.25
11.8319.1914.27
FRG 617R5.38
7.05
7.55
8.69
FRG 717R5.77
7.11
7.61
8.78
FRG 817R6.08
7.17
7.69
8.88
10.2016.4912.28
FRG 617R5.38
6.86
7.25
8.26
FRG 717R5.77
6.91
7.30
8.35
FRG 817R6.08
6.96
7.36
8.44
0.44
0.66
0.74 2.58
3.50
0.51
0.71
0.77 2.70
3.58
0.57
0.72
0.78 2.75
3.64
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
35054 18.73 10.27 3.48 21.04 4806 2916 3542 1.09
5121 6 3226 4667 10.77 60.0 4.2 1.80
7 3670 5388 11.54 60.0 4.2 1.80
8 4112 6095 12.17 60.0 4.2 1.80
461
92
369
107.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 25 + 5 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.408.589.85
FRG 3132.80
5.00
5.58
6.73
FRG 4132.92
5.73
6.40
7.59
FRG 5133.06
6.11
6.63
7.69
FRG 6133.00
6.16
6.68
7.76
8.417.688.82
FRG 3132.80
4.67
5.14
6.15
FRG 4132.92
5.36
5.89
7.06
FRG 5133.06
5.95
6.43
7.40
FRG 6133.00
6.04
6.48
7.48
7.286.657.63
FRG 3132.80
4.28
4.63
5.50
FRG 4132.92
4.91
5.31
6.31
FRG 5133.06
5.46
5.89
7.00
FRG 6133.00
5.70
6.23
7.13
6.696.127.01
FRG 3132.80
4.07
4.36
5.16
FRG 4132.92
4.67
5.00
5.92
FRG 5133.06
5.19
5.55
6.57
FRG 6133.00
5.52
5.99
6.94
5.785.296.05
FRG 3132.79
3.73
3.94
4.64
FRG 4132.92
4.28
4.52
5.32
FRG 5133.06
4.75
5.02
5.90
FRG 6133.00
5.12
5.41
6.37
10.539.60
11.04
FRG 3132.80
5.29
5.89
7.08
FRG 4132.92
6.07
6.75
8.13
FRG 5133.06
6.68
7.23
8.37
FRG 6133.00
6.73
7.28
8.46
9.298.489.74
FRG 3132.80
4.91
5.37
6.41
FRG 4132.92
5.63
6.16
7.36
FRG 5133.06
6.25
6.84
8.00
FRG 6133.00
6.57
7.01
8.07
7.927.238.30
FRG 3132.80
4.46
4.79
5.68
FRG 4132.92
5.12
5.50
6.52
FRG 5133.06
5.69
6.11
7.24
FRG 6133.00
6.13
6.58
7.63
9.939.06
10.41
FRG 3132.80
5.14
5.73
6.90
FRG 4132.92
5.89
6.57
7.81
FRG 5133.06
6.30
6.82
7.91
FRG 6133.00
6.34
6.88
8.00
8.838.069.25
FRG 3132.80
4.79
5.25
6.28
FRG 4132.92
5.49
6.02
7.20
FRG 5133.06
6.10
6.60
7.59
FRG 6133.00
6.23
6.65
7.67
7.596.937.95
FRG 3132.80
4.37
4.71
5.59
FRG 4132.92
5.02
5.40
6.41
FRG 5133.06
5.57
6.00
7.12
FRG 6133.00
6.00
6.38
7.28
0.19
0.37
0.47 1.68
2.46
0.21
0.49
0.61 2.22
3.29
0.23
0.60
0.71 2.55
3.65
0.22
0.68
0.78 2.80
3.95
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
34321 22.81 7.19 6.14 23.28 2911 3209 3372 1.08
7159 3 2105 2593 3.57 60.0 4.2 1.80
4 2603 3415 3.94 60.0 4.2 1.80
5 3028 4208 4.55 60.0 4.2 1.80
6 3094 4892 6.00 60.0 4.2 1.80
423
33
390
102.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 25 + 5 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.8113.0911.83
FRG 3133.77
6.32
7.06
8.38
FRG 4134.07
6.76
7.32
8.50
FRG 5134.27
6.82
7.42
8.61
FRG 6134.18
6.88
7.48
8.73
10.6011.7510.62
FRG 3133.71
5.92
6.52
7.82
FRG 4134.07
6.65
7.12
8.21
FRG 5134.27
6.71
7.20
8.30
FRG 6134.18
6.76
7.26
8.40
9.2110.21
9.23
FRG 3133.63
5.45
5.90
7.02
FRG 4134.04
6.24
6.76
7.83
FRG 5134.27
6.53
6.93
7.94
FRG 6134.18
6.59
6.99
8.01
8.489.398.50
FRG 3133.58
5.19
5.57
6.60
FRG 4133.98
5.94
6.38
7.56
FRG 5134.27
6.44
6.77
7.73
FRG 6134.18
6.49
6.82
7.80
7.338.117.35
FRG 3133.48
4.76
5.04
5.94
FRG 4133.87
5.46
5.77
6.80
FRG 5134.18
6.05
6.40
7.38
FRG 6134.18
6.30
6.56
7.46
13.1614.6013.19
FRG 3133.83
6.67
7.43
8.95
FRG 4134.07
7.36
7.96
9.23
FRG 5134.27
7.45
8.07
9.38
FRG 6134.18
7.51
8.15
9.50
11.6712.9511.69
FRG 3133.77
6.21
6.81
8.14
FRG 4134.07
7.11
7.69
8.84
FRG 5134.27
7.26
7.78
8.98
FRG 6134.18
7.34
7.86
9.07
10.0011.0810.02
FRG 3133.68
5.67
6.11
7.24
FRG 4134.07
6.49
6.99
8.30
FRG 5134.27
7.03
7.42
8.50
FRG 6134.18
7.09
7.50
8.58
12.4513.8112.47
FRG 3133.80
6.49
7.24
8.61
FRG 4134.07
6.96
7.53
8.75
FRG 5134.27
7.03
7.63
8.87
FRG 6134.18
7.09
7.71
8.98
11.1112.3211.13
FRG 3133.74
6.06
6.66
7.98
FRG 4134.07
6.82
7.30
8.40
FRG 5134.27
6.90
7.38
8.51
FRG 6134.18
6.96
7.46
8.61
9.5910.62
9.61
FRG 3133.66
5.56
6.00
7.13
FRG 4134.07
6.36
6.87
8.01
FRG 5134.27
6.71
7.09
8.11
FRG 6134.18
6.76
7.15
8.20
0.18
0.37
0.46 1.67
2.41
0.23
0.48
0.55 1.99
2.74
0.27
0.56
0.63 2.20
3.01
0.27
0.61
0.66 2.32
3.08
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30197 20.93 9.07 5.89 22.97 2818 2530 2535 1.08
4991 3 2018 2569 5.45 60.0 4.2 1.80
4 2496 3371 6.01 60.0 4.2 1.80
5 2904 4139 6.95 60.0 4.2 1.80
6 2967 4794 8.37 60.0 4.2 1.80
467
56
411
121.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 25 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.1414.0212.25
FRG 514R3.29
6.19
6.92
8.03
FRG 614R3.41
6.47
7.00
8.13
FRG 714R3.64
6.51
7.05
8.21
FRG 814R3.50
6.53
7.09
8.26
9.0812.5310.96
FRG 514R3.29
5.80
6.38
7.64
FRG 614R3.41
6.34
6.80
7.82
FRG 714R3.64
6.39
6.84
7.90
FRG 814R3.50
6.42
6.88
7.94
7.8710.83
9.48
FRG 514R3.29
5.32
5.75
6.83
FRG 614R3.41
5.84
6.31
7.48
FRG 714R3.64
6.23
6.59
7.53
FRG 814R3.50
6.25
6.62
7.57
7.239.948.71
FRG 514R3.29
5.06
5.42
6.42
FRG 614R3.41
5.56
5.95
7.05
FRG 714R3.64
5.97
6.39
7.33
FRG 814R3.50
6.16
6.48
7.38
6.248.567.50
FRG 514R3.29
4.64
4.90
5.77
FRG 614R3.41
5.09
5.38
6.34
FRG 714R3.64
5.47
5.78
6.80
FRG 814R3.50
5.75
6.07
7.04
11.3415.7013.72
FRG 514R3.29
6.56
7.30
8.73
FRG 614R3.41
7.05
7.63
8.84
FRG 714R3.64
7.11
7.69
8.94
FRG 814R3.50
7.15
7.75
9.00
10.0213.8512.11
FRG 514R3.29
6.09
6.66
7.96
FRG 614R3.41
6.69
7.32
8.45
FRG 714R3.64
6.94
7.42
8.53
FRG 814R3.50
6.98
7.46
8.59
8.5511.7910.32
FRG 514R3.29
5.54
5.96
7.06
FRG 614R3.41
6.09
6.54
7.76
FRG 714R3.64
6.54
7.02
8.07
FRG 814R3.50
6.74
7.11
8.12
10.7014.8112.94
FRG 514R3.29
6.37
7.10
8.26
FRG 614R3.41
6.67
7.21
8.36
FRG 714R3.64
6.71
7.26
8.44
FRG 814R3.50
6.74
7.30
8.50
9.5313.1611.50
FRG 514R3.29
5.94
6.51
7.79
FRG 614R3.41
6.52
6.98
8.03
FRG 714R3.64
6.57
7.03
8.10
FRG 814R3.50
6.61
7.07
8.15
8.1911.29
9.88
FRG 514R3.29
5.43
5.85
6.95
FRG 614R3.41
5.96
6.43
7.63
FRG 714R3.64
6.39
6.74
7.71
FRG 814R3.50
6.42
6.78
7.75
0.29
0.61
0.76 2.76
4.05
0.31
0.72
0.87 3.12
4.35
0.35
0.81
0.95 3.39
4.68
0.32
0.89
0.99 3.52
5.01
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
44512 21.74 8.26 5.46 22.63 5182 3695 4505 1.08
8082 5 3334 4238 4.71 60.0 4.2 1.80
6 4071 5113 3.67 60.0 4.2 1.80
7 4547 5897 4.12 60.0 4.2 1.80
8 4502 6511 6.68 60.0 4.2 1.80
435
47
388
104.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 25 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.6220.6013.85
FRG 514R4.47
7.05
7.65
8.86
FRG 614R4.65
7.13
7.73
8.98
FRG 714R4.95
7.19
7.80
9.07
FRG 814R4.76
7.23
7.84
9.15
11.3518.5012.46
FRG 514R4.47
6.94
7.44
8.55
FRG 614R4.65
6.99
7.51
8.67
FRG 714R4.95
7.05
7.57
8.76
FRG 814R4.76
7.09
7.62
8.82
9.8816.0610.84
FRG 514R4.47
6.63
7.17
8.19
FRG 614R4.65
6.82
7.23
8.28
FRG 714R4.95
6.88
7.28
8.36
FRG 814R4.76
6.92
7.33
8.42
9.1014.77
9.98
FRG 514R4.46
6.32
6.78
7.98
FRG 614R4.65
6.73
7.07
8.05
FRG 714R4.95
6.76
7.13
8.14
FRG 814R4.76
6.80
7.17
8.19
7.8812.74
8.63
FRG 514R4.33
5.81
6.15
7.25
FRG 614R4.65
6.37
6.74
7.71
FRG 714R4.95
6.57
6.85
7.78
FRG 814R4.76
6.61
6.88
7.82
14.0422.9615.42
FRG 514R4.47
7.64
8.32
9.63
FRG 614R4.65
7.76
8.42
9.77
FRG 714R4.95
7.84
8.50
9.90
FRG 814R4.76
7.88
8.55
9.98
12.4820.3713.70
FRG 514R4.47
7.37
8.01
9.23
FRG 614R4.65
7.58
8.11
9.34
FRG 714R4.95
7.65
8.19
9.46
FRG 814R4.76
7.69
8.25
9.53
10.7117.4311.75
FRG 514R4.47
6.89
7.43
8.75
FRG 614R4.65
7.34
7.75
8.86
FRG 714R4.95
7.40
7.82
8.96
FRG 814R4.76
7.44
7.86
9.01
13.2921.7214.60
FRG 514R4.47
7.26
7.87
9.11
FRG 614R4.65
7.34
7.96
9.25
FRG 714R4.95
7.40
8.03
9.36
FRG 814R4.76
7.44
8.09
9.42
11.8819.3913.05
FRG 514R4.47
7.13
7.63
8.76
FRG 614R4.65
7.19
7.71
8.88
FRG 714R4.95
7.25
7.78
8.99
FRG 814R4.76
7.29
7.82
9.05
10.2816.7211.27
FRG 514R4.47
6.76
7.30
8.36
FRG 614R4.65
6.99
7.40
8.46
FRG 714R4.95
7.05
7.47
8.55
FRG 814R4.76
7.09
7.51
8.61
0.31
0.59
0.68 2.42
3.36
0.36
0.68
0.77 2.69
3.60
0.41
0.73
0.79 2.77
3.68
0.38
0.73
0.80 2.80
3.73
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
38691 19.88 10.12 5.19 22.32 4967 2994 3300 1.08
5736 5 3169 4178 8.54 60.0 4.2 1.80
6 3869 5026 6.66 60.0 4.2 1.80
7 4321 5779 7.46 60.0 4.2 1.80
8 4279 6357 9.52 60.0 4.2 1.80
484
77
407
123.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 25 + 5 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.3314.4814.20
FRG 617R3.87
6.49
7.01
8.13
FRG 717R4.15
6.53
7.07
8.21
FRG 817R4.38
6.57
7.13
8.28
9.2512.9512.70
FRG 617R3.87
6.26
6.82
7.84
FRG 717R4.15
6.41
6.86
7.90
FRG 817R4.38
6.46
6.92
7.98
8.0111.1910.97
FRG 617R3.87
5.75
6.21
7.39
FRG 717R4.15
6.19
6.61
7.54
FRG 817R4.38
6.28
6.65
7.61
7.3710.2710.07
FRG 617R3.87
5.47
5.86
6.94
FRG 717R4.15
5.89
6.30
7.34
FRG 817R4.38
6.19
6.49
7.40
6.368.838.67
FRG 617R3.87
5.01
5.29
6.23
FRG 717R4.15
5.39
5.70
6.71
FRG 817R4.38
5.75
6.07
7.07
11.5616.2315.91
FRG 617R3.87
7.08
7.65
8.84
FRG 717R4.15
7.13
7.71
8.94
FRG 817R4.38
7.19
7.78
9.03
10.2114.3114.04
FRG 617R3.87
6.58
7.20
8.46
FRG 717R4.15
6.96
7.43
8.53
FRG 817R4.38
7.01
7.50
8.63
8.7112.1811.95
FRG 617R3.87
5.99
6.44
7.63
FRG 717R4.15
6.45
6.93
8.07
FRG 817R4.38
6.77
7.13
8.15
10.9115.3015.01
FRG 617R3.87
6.69
7.23
8.36
FRG 717R4.15
6.73
7.28
8.44
FRG 817R4.38
6.77
7.34
8.53
9.7113.6013.33
FRG 617R3.87
6.41
6.99
8.03
FRG 717R4.15
6.59
7.05
8.11
FRG 817R4.38
6.63
7.10
8.19
8.3511.6611.44
FRG 617R3.87
5.86
6.32
7.51
FRG 717R4.15
6.31
6.76
7.72
FRG 817R4.38
6.46
6.80
7.78
0.40
0.71
0.84 3.01
4.34
0.46
0.80
0.92 3.28
4.68
0.51
0.89
0.99 3.52
5.06
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
45423 21.47 8.53 3.94 21.88 5361 3769 5253 1.08
7986 6 3648 4950 5.80 60.0 4.2 1.80
7 4150 5735 5.69 60.0 4.2 1.80
8 4649 6511 5.60 60.0 4.2 1.80
435
56
379
100.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 25 + 5 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.6821.1115.29
FRG 617R5.27
7.13
7.74
8.98
FRG 717R5.65
7.19
7.80
9.07
FRG 817R5.96
7.25
7.88
9.17
11.4018.9513.74
FRG 617R5.27
7.01
7.51
8.67
FRG 717R5.65
7.06
7.58
8.75
FRG 817R5.96
7.11
7.65
8.84
9.9316.4511.95
FRG 617R5.27
6.84
7.25
8.27
FRG 717R5.65
6.88
7.30
8.36
FRG 817R5.96
6.94
7.36
8.44
9.1415.1311.00
FRG 617R5.24
6.73
7.07
8.05
FRG 717R5.59
6.78
7.13
8.13
FRG 817R5.92
6.82
7.19
8.21
7.9113.04
9.50
FRG 617R5.05
6.26
6.63
7.71
FRG 717R5.39
6.58
6.86
7.77
FRG 817R5.70
6.63
6.91
7.84
14.1123.5317.03
FRG 617R5.27
7.78
8.42
9.77
FRG 717R5.65
7.85
8.51
9.90
FRG 817R5.96
7.92
8.59
10.02
12.5420.8715.12
FRG 617R5.27
7.59
8.13
9.34
FRG 717R5.65
7.67
8.21
9.46
FRG 817R5.96
7.73
8.28
9.57
10.7617.8612.96
FRG 617R5.27
7.34
7.76
8.85
FRG 717R5.65
7.42
7.82
8.95
FRG 817R5.96
7.48
7.90
9.04
13.3522.2516.11
FRG 617R5.27
7.34
7.96
9.25
FRG 717R5.65
7.42
8.03
9.34
FRG 817R5.96
7.48
8.11
9.46
11.9419.8614.40
FRG 617R5.27
7.21
7.72
8.88
FRG 717R5.65
7.26
7.78
8.98
FRG 817R5.96
7.32
7.86
9.07
10.3217.1212.43
FRG 617R5.27
7.01
7.41
8.46
FRG 717R5.65
7.06
7.48
8.55
FRG 817R5.96
7.11
7.53
8.63
0.43
0.66
0.74 2.60
3.60
0.49
0.73
0.79 2.78
3.67
0.55
0.74
0.80 2.82
3.75
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
39145 19.64 10.36 3.71 21.71 5092 3010 3655 1.08
5670 6 3435 4863 10.54 60.0 4.2 1.80
7 3908 5617 11.30 60.0 4.2 1.80
8 4379 6357 11.91 60.0 4.2 1.80
484
92
393
117.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 25 + 6 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.498.729.95
FRG 3132.75
5.03
5.62
6.78
FRG 4132.87
5.77
6.45
7.75
FRG 5133.01
6.23
6.74
7.84
FRG 6132.95
6.27
6.80
7.92
8.527.838.92
FRG 3132.75
4.71
5.18
6.20
FRG 4132.87
5.40
5.95
7.12
FRG 5133.01
6.00
6.55
7.55
FRG 6132.95
6.16
6.61
7.63
7.406.817.75
FRG 3132.75
4.32
4.68
5.56
FRG 4132.87
4.96
5.37
6.38
FRG 5133.01
5.51
5.96
7.08
FRG 6132.95
5.94
6.36
7.28
6.816.277.13
FRG 3132.75
4.11
4.41
5.22
FRG 4132.87
4.72
5.06
6.00
FRG 5133.01
5.24
5.62
6.66
FRG 6132.95
5.55
6.06
7.09
5.895.436.17
FRG 3132.75
3.77
3.99
4.70
FRG 4132.87
4.33
4.58
5.39
FRG 5133.01
4.81
5.08
5.99
FRG 6132.95
5.19
5.48
6.46
10.599.73
11.11
FRG 3132.75
5.31
5.92
7.12
FRG 4132.87
6.10
6.79
8.18
FRG 5133.01
6.77
7.34
8.51
FRG 6132.95
6.84
7.41
8.61
9.388.639.83
FRG 3132.75
4.94
5.41
6.47
FRG 4132.87
5.67
6.21
7.42
FRG 5133.01
6.30
6.90
8.15
FRG 6132.95
6.68
7.14
8.23
8.037.398.41
FRG 3132.75
4.50
4.84
5.74
FRG 4132.87
5.17
5.56
6.59
FRG 5133.01
5.74
6.17
7.32
FRG 6132.95
6.19
6.66
7.78
10.019.20
10.49
FRG 3132.75
5.16
5.76
6.94
FRG 4132.87
5.93
6.61
7.96
FRG 5133.01
6.42
6.95
8.05
FRG 6132.95
6.46
7.00
8.15
8.938.219.36
FRG 3132.75
4.82
5.29
6.33
FRG 4132.87
5.53
6.07
7.27
FRG 5133.01
6.14
6.73
7.75
FRG 6132.95
6.33
6.78
7.82
7.707.098.06
FRG 3132.75
4.41
4.76
5.65
FRG 4132.87
5.06
5.46
6.48
FRG 5133.01
5.62
6.06
7.20
FRG 6132.95
6.06
6.51
7.44
0.18
0.37
0.47 1.69
2.47
0.20
0.49
0.62 2.23
3.33
0.22
0.60
0.72 2.58
3.75
0.21
0.68
0.79 2.82
4.06
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
37443 23.75 7.25 6.43 24.09 3037 3320 3489 1.08
7750 3 2205 2692 3.42 60.0 4.2 1.80
4 2727 3545 3.77 60.0 4.2 1.80
5 3172 4371 4.35 60.0 4.2 1.80
6 3241 5088 5.89 60.0 4.2 1.80
447
33
414
112.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 25 + 6 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.9213.3511.94
FRG 3133.70
6.36
7.11
8.55
FRG 4133.99
6.90
7.48
8.67
FRG 5134.18
6.98
7.57
8.80
FRG 6134.10
7.03
7.63
8.90
10.7412.0110.75
FRG 3133.65
5.97
6.58
7.89
FRG 4133.99
6.78
7.27
8.38
FRG 5134.18
6.84
7.36
8.50
FRG 6134.10
6.90
7.42
8.59
9.3610.46
9.37
FRG 3133.58
5.50
5.96
7.10
FRG 4133.98
6.30
6.83
8.01
FRG 5134.18
6.69
7.08
8.11
FRG 6134.10
6.73
7.15
8.20
8.639.648.64
FRG 3133.53
5.24
5.63
6.68
FRG 4133.93
6.01
6.46
7.65
FRG 5134.18
6.57
6.93
7.90
FRG 6134.10
6.63
6.99
7.98
7.488.357.49
FRG 3133.44
4.82
5.11
6.02
FRG 4133.83
5.52
5.85
6.90
FRG 5134.13
6.12
6.49
7.55
FRG 6134.10
6.41
6.71
7.63
13.2514.8413.27
FRG 3133.76
6.71
7.48
9.01
FRG 4133.99
7.50
8.11
9.42
FRG 5134.18
7.59
8.23
9.57
FRG 6134.10
7.65
8.30
9.69
11.7913.2011.81
FRG 3133.70
6.25
6.87
8.21
FRG 4133.99
7.17
7.84
9.01
FRG 5134.18
7.41
7.94
9.15
FRG 6134.10
7.48
8.01
9.27
10.1411.3410.15
FRG 3133.63
5.72
6.17
7.33
FRG 4133.99
6.56
7.07
8.39
FRG 5134.18
7.17
7.57
8.67
FRG 6134.10
7.17
7.65
8.76
12.5514.0512.57
FRG 3133.73
6.53
7.29
8.78
FRG 4133.99
7.09
7.69
8.92
FRG 5134.18
7.17
7.78
9.05
FRG 6134.10
7.24
7.86
9.17
11.2412.5811.26
FRG 3133.68
6.11
6.72
8.05
FRG 4133.99
6.96
7.46
8.59
FRG 5134.18
7.03
7.55
8.71
FRG 6134.10
7.09
7.61
8.80
9.7310.88
9.75
FRG 3133.60
5.61
6.06
7.21
FRG 4133.99
6.43
6.95
8.19
FRG 5134.18
6.84
7.25
8.30
FRG 6134.10
6.90
7.30
8.38
0.18
0.37
0.47 1.68
2.44
0.22
0.48
0.57 2.04
2.75
0.25
0.56
0.63 2.22
3.08
0.25
0.62
0.68 2.37
3.16
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
33134 21.87 9.13 6.18 23.75 2944 2617 2621 1.08
5445 3 2119 2667 5.14 60.0 4.2 1.80
4 2620 3502 5.66 60.0 4.2 1.80
5 3049 4303 6.55 60.0 4.2 1.80
6 3114 4990 8.20 60.0 4.2 1.80
491
56
435
131.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 25 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.2314.3112.36
FRG 514R3.23
6.24
6.97
8.21
FRG 614R3.35
6.59
7.15
8.29
FRG 714R3.57
6.64
7.21
8.38
FRG 814R3.43
6.67
7.25
8.44
9.1912.8311.09
FRG 514R3.23
5.84
6.43
7.71
FRG 614R3.35
6.42
6.94
8.00
FRG 714R3.57
6.51
6.99
8.07
FRG 814R3.43
6.55
7.03
8.12
7.9811.12
9.62
FRG 514R3.23
5.37
5.81
6.91
FRG 614R3.35
5.90
6.38
7.59
FRG 714R3.57
6.34
6.73
7.71
FRG 814R3.43
6.39
6.76
7.75
7.3510.23
8.85
FRG 514R3.23
5.11
5.48
6.50
FRG 614R3.35
5.62
6.02
7.14
FRG 714R3.57
6.03
6.47
7.50
FRG 814R3.43
6.28
6.61
7.55
6.368.827.65
FRG 514R3.23
4.69
4.96
5.85
FRG 614R3.35
5.15
5.45
6.42
FRG 714R3.57
5.54
5.86
6.90
FRG 814R3.43
5.82
6.16
7.21
11.4015.9813.79
FRG 514R3.23
6.59
7.34
8.84
FRG 614R3.35
7.19
7.76
9.01
FRG 714R3.57
7.25
7.84
9.11
FRG 814R3.43
7.28
7.88
9.17
10.1114.1412.22
FRG 514R3.23
6.13
6.72
8.03
FRG 614R3.35
6.73
7.38
8.61
FRG 714R3.57
7.07
7.55
8.71
FRG 814R3.43
7.11
7.60
8.76
8.6612.0810.45
FRG 514R3.23
5.59
6.02
7.14
FRG 614R3.35
6.14
6.61
7.84
FRG 714R3.57
6.60
7.10
8.25
FRG 814R3.43
6.88
7.25
8.29
10.7815.0913.03
FRG 514R3.23
6.40
7.15
8.44
FRG 614R3.35
6.78
7.36
8.53
FRG 714R3.57
6.84
7.42
8.61
FRG 814R3.43
6.88
7.46
8.67
9.6313.4511.62
FRG 514R3.23
5.98
6.57
7.87
FRG 614R3.35
6.57
7.13
8.21
FRG 714R3.57
6.71
7.18
8.27
FRG 814R3.43
6.74
7.22
8.32
8.3111.5810.02
FRG 514R3.23
5.48
5.91
7.02
FRG 614R3.35
6.02
6.49
7.71
FRG 714R3.57
6.46
6.89
7.88
FRG 814R3.43
6.55
6.92
7.92
0.27
0.61
0.76 2.77
4.12
0.29
0.72
0.87 3.13
4.45
0.33
0.82
0.95 3.40
4.82
0.31
0.89
1.00 3.56
5.14
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
48829 22.69 8.31 5.74 23.40 5425 3820 4658 1.08
8818 5 3504 4402 4.46 60.0 4.2 1.80
6 4278 5309 3.48 60.0 4.2 1.80
7 4778 6126 3.89 60.0 4.2 1.80
8 4731 6772 6.32 60.0 4.2 1.80
458
47
411
114.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 25 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.7521.1113.99
FRG 514R4.38
7.21
7.82
9.05
FRG 614R4.55
7.28
7.90
9.17
FRG 714R4.85
7.34
7.98
9.28
FRG 814R4.66
7.38
8.01
9.34
11.4919.0012.61
FRG 514R4.38
7.09
7.61
8.76
FRG 614R4.55
7.15
7.69
8.87
FRG 714R4.85
7.21
7.75
8.96
FRG 814R4.66
7.25
7.80
9.03
10.0316.5411.00
FRG 514R4.38
6.70
7.27
8.38
FRG 614R4.55
6.98
7.40
8.48
FRG 714R4.85
7.03
7.46
8.55
FRG 814R4.66
7.07
7.50
8.62
9.2615.2310.15
FRG 514R4.38
6.39
6.87
8.15
FRG 614R4.55
6.88
7.25
8.26
FRG 714R4.85
6.92
7.30
8.34
FRG 814R4.66
6.96
7.34
8.40
8.0313.17
8.80
FRG 514R4.29
5.88
6.23
7.35
FRG 614R4.55
6.45
6.84
7.90
FRG 714R4.85
6.73
7.01
7.98
FRG 814R4.66
6.76
7.05
8.01
14.1423.4615.54
FRG 514R4.38
7.84
8.48
9.84
FRG 614R4.55
7.92
8.59
9.98
FRG 714R4.85
8.00
8.67
10.09
FRG 814R4.66
8.03
8.73
10.19
12.6120.8713.84
FRG 514R4.38
7.40
8.19
9.42
FRG 614R4.55
7.75
8.28
9.55
FRG 714R4.85
7.80
8.36
9.67
FRG 814R4.66
7.85
8.42
9.75
10.8617.9311.91
FRG 514R4.38
6.96
7.51
8.93
FRG 614R4.55
7.50
7.92
9.05
FRG 714R4.85
7.55
8.00
9.15
FRG 814R4.66
7.60
8.03
9.23
13.4122.2214.72
FRG 514R4.38
7.42
8.03
9.32
FRG 614R4.55
7.50
8.13
9.46
FRG 714R4.85
7.55
8.21
9.55
FRG 814R4.66
7.60
8.26
9.63
12.0219.8913.20
FRG 514R4.38
7.27
7.80
8.98
FRG 614R4.55
7.34
7.88
9.09
FRG 714R4.85
7.41
7.96
9.19
FRG 814R4.66
7.46
8.00
9.27
10.4317.2111.44
FRG 514R4.38
6.83
7.39
8.57
FRG 614R4.55
7.15
7.57
8.67
FRG 714R4.85
7.21
7.64
8.76
FRG 814R4.66
7.25
7.69
8.82
0.30
0.59
0.68 2.46
3.44
0.34
0.68
0.77 2.69
3.70
0.39
0.74
0.81 2.85
3.78
0.36
0.75
0.82 2.88
3.83
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
42664 20.79 10.21 5.47 23.09 5214 3097 3413 1.08
6270 5 3341 4342 7.68 60.0 4.2 1.80
6 4079 5222 5.99 60.0 4.2 1.80
7 4556 6008 6.71 60.0 4.2 1.80
8 4512 6618 9.33 60.0 4.2 1.80
508
77
431
133.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 25 + 6 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.4014.8514.30
FRG 617R3.80
6.63
7.17
8.31
FRG 717R4.08
6.67
7.23
8.39
FRG 817R4.30
6.71
7.28
8.47
9.3413.3112.82
FRG 617R3.80
6.32
6.96
8.01
FRG 717R4.08
6.55
7.01
8.09
FRG 817R4.30
6.59
7.07
8.15
8.1211.5411.11
FRG 617R3.80
5.81
6.29
7.47
FRG 717R4.08
6.25
6.76
7.73
FRG 817R4.30
6.42
6.80
7.78
7.4810.6110.22
FRG 617R3.80
5.53
5.93
7.03
FRG 717R4.08
5.95
6.38
7.51
FRG 817R4.30
6.32
6.65
7.58
6.479.158.82
FRG 617R3.80
5.07
5.37
6.32
FRG 717R4.08
5.46
5.78
6.81
FRG 817R4.30
5.82
6.16
7.25
11.6016.5815.97
FRG 617R3.80
7.12
7.80
9.03
FRG 717R4.08
7.26
7.86
9.13
FRG 817R4.30
7.32
7.94
9.22
10.2814.6814.13
FRG 617R3.80
6.63
7.26
8.64
FRG 717R4.08
7.09
7.58
8.73
FRG 817R4.30
7.15
7.65
8.80
8.8112.5412.08
FRG 617R3.80
6.05
6.51
7.72
FRG 717R4.08
6.51
7.00
8.26
FRG 817R4.30
6.92
7.28
8.34
10.9715.6715.08
FRG 617R3.80
6.82
7.38
8.55
FRG 717R4.08
6.86
7.44
8.63
FRG 817R4.30
6.92
7.50
8.71
9.7913.9613.44
FRG 617R3.80
6.47
7.11
8.23
FRG 717R4.08
6.73
7.21
8.29
FRG 817R4.30
6.77
7.26
8.36
8.4512.0211.57
FRG 617R3.80
5.92
6.39
7.59
FRG 717R4.08
6.38
6.88
7.90
FRG 817R4.30
6.59
6.96
7.96
0.38
0.71
0.86 3.11
4.49
0.43
0.80
0.94 3.38
4.85
0.48
0.90
1.00 3.60
5.21
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
50039 22.40 8.60 4.16 22.58 5638 3889 5422 1.08
8731 6 3851 5146 5.41 60.0 4.2 1.80
7 4381 5963 5.30 60.0 4.2 1.80
8 4908 6772 5.22 60.0 4.2 1.80
458
56
403
110.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 25 + 6 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.7821.7315.41
FRG 617R5.17
7.30
7.92
9.18
FRG 717R5.54
7.36
7.98
9.28
FRG 817R5.84
7.42
8.05
9.38
11.5219.5613.88
FRG 617R5.17
7.17
7.70
8.88
FRG 717R5.54
7.23
7.76
8.96
FRG 817R5.84
7.28
7.82
9.05
10.0617.0212.10
FRG 617R5.17
6.99
7.42
8.48
FRG 717R5.54
7.05
7.48
8.57
FRG 817R5.84
7.09
7.53
8.65
9.2815.6811.16
FRG 617R5.17
6.89
7.25
8.26
FRG 717R5.54
6.94
7.30
8.34
FRG 817R5.84
6.99
7.36
8.42
8.0513.55
9.67
FRG 617R5.02
6.34
6.73
7.90
FRG 717R5.36
6.74
7.03
7.98
FRG 817R5.67
6.78
7.08
8.05
14.1824.1517.11
FRG 617R5.17
7.94
8.60
9.98
FRG 717R5.54
8.01
8.69
10.11
FRG 817R5.84
8.08
8.76
10.23
12.6421.4915.24
FRG 617R5.17
7.76
8.30
9.55
FRG 717R5.54
7.82
8.38
9.67
FRG 817R5.84
7.89
8.46
9.78
10.8818.4613.11
FRG 617R5.17
7.51
7.94
9.05
FRG 717R5.54
7.57
8.00
9.15
FRG 817R5.84
7.63
8.07
9.27
13.4422.8716.21
FRG 617R5.17
7.51
8.15
9.46
FRG 717R5.54
7.57
8.23
9.55
FRG 817R5.84
7.63
8.29
9.67
12.0520.4814.53
FRG 617R5.17
7.36
7.90
9.09
FRG 717R5.54
7.42
7.97
9.19
FRG 817R5.84
7.48
8.03
9.29
10.4517.7112.58
FRG 617R5.17
7.17
7.59
8.67
FRG 717R5.54
7.23
7.65
8.76
FRG 817R5.84
7.28
7.71
8.84
0.42
0.67
0.75 2.67
3.70
0.47
0.75
0.82 2.86
3.78
0.53
0.76
0.83 2.90
3.87
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
43320 20.52 10.48 3.93 22.40 5372 3105 3770 1.08
6201 6 3639 5060 10.33 60.0 4.2 1.80
7 4140 5846 11.08 60.0 4.2 1.80
8 4639 6618 11.67 60.0 4.2 1.80
508
92
416
127.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
5.684.255.01
FRG 2111.83
3.17
3.53
4.25
FRG 3112.23
3.92
4.37
5.26
FRG 4112.54
4.22
4.62
5.40
FRG 5112.57
4.26
4.67
5.46
5.033.774.44
FRG 2111.83
2.95
3.23
3.86
FRG 3112.23
3.64
3.99
4.77
FRG 4112.54
4.13
4.46
5.19
FRG 5112.57
4.17
4.49
5.24
4.303.243.81
FRG 2111.83
2.68
2.89
3.42
FRG 3112.23
3.32
3.57
4.23
FRG 4112.54
3.80
4.09
4.85
FRG 5112.57
4.04
4.29
4.99
3.932.973.48
FRG 2111.83
2.54
2.71
3.20
FRG 3112.23
3.15
3.35
3.96
FRG 4112.54
3.60
3.84
4.53
FRG 5112.57
3.94
4.17
4.83
3.362.552.98
FRG 2111.83
2.32
2.44
2.86
FRG 3112.23
2.87
3.01
3.54
FRG 4112.54
3.28
3.45
4.05
FRG 5112.57
3.59
3.77
4.43
6.434.815.68
FRG 2111.83
3.38
3.74
4.49
FRG 3112.23
4.18
4.63
5.56
FRG 4112.54
4.72
5.12
5.90
FRG 5112.57
4.77
5.17
5.98
5.604.204.95
FRG 2111.83
3.11
3.38
4.03
FRG 3112.23
3.85
4.18
4.99
FRG 4112.54
4.40
4.79
5.63
FRG 5112.57
4.63
4.96
5.69
4.713.544.16
FRG 2111.83
2.81
3.00
3.54
FRG 3112.23
3.47
3.70
4.38
FRG 4112.54
3.97
4.24
5.02
FRG 5112.57
4.30
4.59
5.36
6.034.515.32
FRG 2111.83
3.27
3.63
4.37
FRG 3112.23
4.04
4.49
5.40
FRG 4112.54
4.39
4.78
5.55
FRG 5112.57
4.44
4.84
5.62
5.303.974.68
FRG 2111.83
3.03
3.30
3.94
FRG 3112.23
3.74
4.08
4.87
FRG 4112.54
4.28
4.60
5.32
FRG 5112.57
4.32
4.65
5.38
4.503.383.98
FRG 2111.83
2.74
2.94
3.48
FRG 3112.23
3.39
3.63
4.30
FRG 4112.54
3.88
4.16
4.93
FRG 5112.57
4.17
4.42
5.11
0.14
0.25
0.30 1.10
1.63
0.21
0.38
0.47 1.73
2.64
0.28
0.49
0.58 2.13
3.15
0.28
0.57
0.64 2.35
3.51
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
8598 13.35 4.65 3.66 13.24 1294 1762 1544 1.20
2772 2 644 953 3.65 60.0 4.2 1.80
3 982 1457 3.53 60.0 4.2 1.80
4 1230 1912 3.86 60.0 4.2 1.80
5 1327 2286 5.14 60.0 4.2 1.80
343
28
314
103.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.446.616.68
FRG 2112.71
3.98
4.43
5.33
FRG 3113.25
4.76
5.17
5.96
FRG 4113.70
4.82
5.24
6.06
FRG 5113.75
4.88
5.29
6.14
6.595.865.92
FRG 2112.71
3.78
4.14
4.95
FRG 3113.25
4.65
5.01
5.73
FRG 4113.70
4.72
5.07
5.82
FRG 5113.75
4.76
5.13
5.90
5.645.025.07
FRG 2112.67
3.45
3.71
4.41
FRG 3113.25
4.26
4.58
5.43
FRG 4113.69
4.57
4.86
5.55
FRG 5113.75
4.62
4.91
5.61
5.154.584.63
FRG 2112.60
3.27
3.49
4.12
FRG 3113.21
4.04
4.30
5.08
FRG 4113.60
4.48
4.72
5.40
FRG 5113.73
4.53
4.78
5.46
4.403.923.96
FRG 2112.48
2.99
3.14
3.69
FRG 3113.06
3.68
3.87
4.55
FRG 4113.43
4.20
4.42
5.15
FRG 5113.56
4.36
4.55
5.21
8.437.497.56
FRG 2112.71
4.20
4.66
5.60
FRG 3113.25
5.19
5.67
6.51
FRG 4113.70
5.34
5.74
6.65
FRG 5113.75
5.40
5.82
6.74
7.356.536.59
FRG 2112.71
3.98
4.33
5.16
FRG 3113.25
4.91
5.35
6.22
FRG 4113.70
5.20
5.52
6.32
FRG 5113.75
5.24
5.59
6.42
6.175.495.54
FRG 2112.71
3.61
3.85
4.56
FRG 3113.25
4.45
4.75
5.62
FRG 4113.70
5.01
5.25
5.97
FRG 5113.75
5.06
5.30
6.04
7.917.027.09
FRG 2112.71
4.09
4.54
5.45
FRG 3113.25
4.94
5.32
6.14
FRG 4113.70
5.01
5.40
6.24
FRG 5113.75
5.06
5.46
6.33
6.956.176.24
FRG 2112.71
3.87
4.23
5.05
FRG 3113.25
4.78
5.15
5.88
FRG 4113.70
4.89
5.23
5.98
FRG 5113.75
4.94
5.27
6.06
5.895.245.30
FRG 2112.70
3.53
3.78
4.48
FRG 3113.25
4.35
4.66
5.53
FRG 4113.70
4.72
4.99
5.69
FRG 5113.75
4.76
5.05
5.74
0.16
0.24
0.29 1.04
1.54
0.24
0.36
0.43 1.54
2.16
0.30
0.46
0.51 1.80
2.55
0.33
0.49
0.54 1.92
2.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7494 12.31 5.69 3.45 13.05 1243 1407 1256 1.20
1976 2 608 942 5.43 60.0 4.2 1.80
3 928 1433 6.08 60.0 4.2 1.80
4 1163 1868 6.64 60.0 4.2 1.80
5 1254 2218 7.50 60.0 4.2 1.80
355
48
307
105.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.474.466.01
FRG 3132.99
3.87
4.30
5.18
FRG 4133.12
4.22
4.63
5.40
FRG 5133.27
4.27
4.67
5.46
FRG 6133.21
4.30
4.71
5.49
5.733.965.32
FRG 3132.89
3.59
3.93
4.70
FRG 4133.12
4.10
4.46
5.19
FRG 5133.27
4.18
4.50
5.24
FRG 6133.21
4.21
4.53
5.28
4.893.404.55
FRG 3132.75
3.27
3.52
4.17
FRG 4133.06
3.73
4.02
4.76
FRG 5133.27
4.05
4.30
4.99
FRG 6133.21
4.07
4.32
5.03
4.473.114.16
FRG 3132.67
3.10
3.30
3.90
FRG 4132.97
3.54
3.77
4.45
FRG 5133.20
3.90
4.16
4.84
FRG 6133.21
3.98
4.21
4.88
3.822.673.56
FRG 3132.52
2.83
2.97
3.49
FRG 4132.81
3.23
3.39
3.98
FRG 5133.03
3.56
3.74
4.39
FRG 6133.06
3.68
3.86
4.54
7.345.056.82
FRG 3133.00
4.12
4.56
5.48
FRG 4133.12
4.64
5.08
5.90
FRG 5133.27
4.78
5.18
5.98
FRG 6133.21
4.82
5.21
6.03
6.394.405.94
FRG 3132.99
3.79
4.13
4.92
FRG 4133.12
4.33
4.71
5.58
FRG 5133.27
4.63
4.97
5.69
FRG 6133.21
4.67
5.00
5.74
5.363.714.98
FRG 3132.84
3.42
3.65
4.32
FRG 4133.12
3.90
4.17
4.93
FRG 5133.27
4.31
4.60
5.37
FRG 6133.21
4.37
4.67
5.41
6.884.736.39
FRG 3133.00
3.99
4.43
5.32
FRG 4133.12
4.40
4.78
5.55
FRG 5133.27
4.44
4.84
5.62
FRG 6133.21
4.47
4.88
5.67
6.044.175.61
FRG 3132.94
3.69
4.03
4.80
FRG 4133.12
4.21
4.59
5.32
FRG 5133.27
4.32
4.65
5.38
FRG 6133.21
4.36
4.69
5.43
5.123.554.76
FRG 3132.79
3.34
3.58
4.24
FRG 4133.11
3.82
4.09
4.84
FRG 5133.27
4.18
4.42
5.11
FRG 6133.21
4.21
4.46
5.15
0.27
0.37
0.46 1.68
2.55
0.34
0.47
0.56 2.09
3.07
0.40
0.56
0.64 2.36
3.52
0.40
0.59
0.66 2.45
3.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
8682 13.28 4.72 2.67 13.01 1363 2023 1873 1.20
2761 3 914 1416 4.31 60.0 4.2 1.80
4 1130 1845 4.75 60.0 4.2 1.80
5 1315 2246 5.49 60.0 4.2 1.80
6 1344 2538 6.42 60.0 4.2 1.80
343
33
309
101.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.146.927.54
FRG 3133.80
4.76
5.18
5.96
FRG 4134.23
4.83
5.24
6.05
FRG 5134.56
4.89
5.30
6.15
FRG 6134.61
4.92
5.34
6.19
7.206.136.68
FRG 3133.67
4.56
5.00
5.73
FRG 4134.08
4.72
5.07
5.82
FRG 5134.40
4.78
5.13
5.90
FRG 6134.45
4.80
5.17
5.95
6.165.255.71
FRG 3133.49
4.19
4.51
5.35
FRG 4133.88
4.57
4.86
5.55
FRG 5134.19
4.63
4.92
5.61
FRG 6134.23
4.66
4.96
5.66
5.624.795.22
FRG 3133.39
3.98
4.24
5.01
FRG 4133.76
4.48
4.72
5.40
FRG 5134.06
4.53
4.78
5.46
FRG 6134.10
4.57
4.82
5.49
4.804.104.45
FRG 3133.20
3.63
3.81
4.48
FRG 4133.56
4.13
4.34
5.10
FRG 5133.84
4.38
4.55
5.21
FRG 6133.88
4.40
4.59
5.24
9.227.848.54
FRG 3133.95
5.11
5.67
6.52
FRG 4134.40
5.34
5.74
6.64
FRG 5134.74
5.41
5.82
6.74
FRG 6134.68
5.45
5.88
6.81
8.036.837.44
FRG 3133.80
4.81
5.24
6.23
FRG 4134.23
5.21
5.52
6.32
FRG 5134.56
5.26
5.59
6.42
FRG 6134.61
5.29
5.63
6.48
6.745.746.25
FRG 3133.61
4.38
4.68
5.54
FRG 4134.01
4.94
5.25
5.96
FRG 5134.33
5.07
5.31
6.05
FRG 6134.37
5.10
5.35
6.09
8.657.358.01
FRG 3133.88
4.96
5.34
6.15
FRG 4134.31
5.01
5.40
6.24
FRG 5134.65
5.07
5.48
6.34
FRG 6134.68
5.10
5.51
6.39
7.606.467.04
FRG 3133.73
4.68
5.11
5.89
FRG 4134.15
4.89
5.23
5.98
FRG 5134.48
4.95
5.28
6.07
FRG 6134.53
4.98
5.32
6.11
6.445.485.97
FRG 3133.55
4.29
4.60
5.45
FRG 4133.94
4.72
4.99
5.68
FRG 5134.25
4.78
5.05
5.75
FRG 6134.30
4.80
5.09
5.80
0.26
0.35
0.42 1.52
2.16
0.32
0.44
0.50 1.79
2.49
0.38
0.50
0.54 1.92
2.62
0.39
0.50
0.55 1.96
2.66
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
7543 12.27 5.73 2.51 12.94 1303 1544 1426 1.20
1974 3 860 1392 8.64 60.0 4.2 1.80
4 1063 1801 9.11 60.0 4.2 1.80
5 1237 2177 9.54 60.0 4.2 1.80
6 1264 2439 9.36 60.0 4.2 1.80
355
56
299
101.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.376.957.74
FRG 514R3.54
4.49
4.90
5.67
FRG 614R3.68
4.53
4.96
5.74
FRG 714R3.92
4.57
5.00
5.80
FRG 814R3.77
4.59
5.02
5.82
6.526.156.85
FRG 514R3.54
4.38
4.72
5.46
FRG 614R3.68
4.44
4.78
5.51
FRG 714R3.92
4.47
4.82
5.57
FRG 814R3.77
4.48
4.84
5.59
5.575.255.85
FRG 514R3.44
4.05
4.35
5.16
FRG 614R3.68
4.30
4.55
5.25
FRG 714R3.92
4.33
4.59
5.30
FRG 814R3.77
4.34
4.61
5.32
5.084.805.33
FRG 514R3.33
3.83
4.08
4.83
FRG 614R3.68
4.21
4.44
5.11
FRG 714R3.89
4.24
4.47
5.15
FRG 814R3.77
4.26
4.48
5.17
4.334.094.55
FRG 514R3.14
3.49
3.67
4.31
FRG 614R3.47
3.85
4.04
4.75
FRG 714R3.67
4.09
4.26
4.90
FRG 814R3.65
4.11
4.27
4.92
8.367.898.79
FRG 514R3.54
4.98
5.39
6.21
FRG 614R3.68
5.07
5.46
6.30
FRG 714R3.92
5.11
5.50
6.37
FRG 814R3.77
5.13
5.52
6.40
7.276.867.64
FRG 514R3.54
4.67
5.08
5.92
FRG 614R3.68
4.92
5.23
5.99
FRG 714R3.92
4.97
5.28
6.06
FRG 814R3.77
4.97
5.30
6.09
6.105.766.41
FRG 514R3.54
4.23
4.52
5.34
FRG 614R3.68
4.65
4.97
5.65
FRG 714R3.92
4.75
5.01
5.71
FRG 814R3.77
4.76
5.03
5.73
7.837.398.23
FRG 514R3.54
4.67
5.07
5.84
FRG 614R3.68
4.71
5.13
5.92
FRG 714R3.92
4.75
5.17
5.98
FRG 814R3.77
4.76
5.19
6.00
6.876.497.22
FRG 514R3.54
4.54
4.88
5.60
FRG 614R3.68
4.59
4.94
5.67
FRG 714R3.92
4.63
4.98
5.73
FRG 814R3.77
4.65
5.00
5.74
5.825.496.11
FRG 514R3.50
4.13
4.43
5.25
FRG 614R3.68
4.44
4.69
5.38
FRG 714R3.92
4.47
4.73
5.43
FRG 814R3.77
4.48
4.74
5.45
0.45
0.58
0.69 2.52
3.64
0.55
0.69
0.79 2.92
4.08
0.61
0.77
0.84 3.09
4.48
0.61
0.78
0.84 3.10
4.53
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10879 12.81 5.19 2.27 12.81 2294 2438 2568 1.20
3143 5 1383 2276 6.37 60.0 4.2 1.80
6 1689 2758 4.97 60.0 4.2 1.80
7 1886 3150 5.56 60.0 4.2 1.80
8 1868 3371 7.54 60.0 4.2 1.80
344
47
297
97.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.2710.46
9.32
FRG 514R4.71
5.06
5.46
6.31
FRG 614R5.12
5.12
5.53
6.42
FRG 714R5.16
5.16
5.59
6.49
FRG 814R5.17
5.17
5.60
6.51
8.219.268.25
FRG 514R4.53
4.96
5.29
6.07
FRG 614R5.01
5.01
5.36
6.16
FRG 714R5.05
5.05
5.40
6.23
FRG 814R5.07
5.07
5.42
6.24
7.017.907.05
FRG 514R4.29
4.80
5.08
5.78
FRG 614R4.74
4.86
5.14
5.86
FRG 714R4.90
4.90
5.19
5.92
FRG 814R4.92
4.92
5.20
5.94
6.407.216.43
FRG 514R4.15
4.71
4.96
5.62
FRG 614R4.59
4.76
5.01
5.70
FRG 714R4.80
4.80
5.05
5.75
FRG 814R4.82
4.82
5.07
5.76
5.456.145.48
FRG 514R3.91
4.39
4.62
5.36
FRG 614R4.32
4.59
4.78
5.44
FRG 714R4.57
4.63
4.82
5.48
FRG 814R4.54
4.65
4.84
5.49
10.5111.8610.56
FRG 514R4.92
5.57
6.00
6.94
FRG 614R5.26
5.65
6.09
7.05
FRG 714R5.60
5.71
6.16
7.15
FRG 814R5.39
5.73
6.19
7.19
9.1510.33
9.20
FRG 514R4.71
5.43
5.76
6.59
FRG 614R5.21
5.49
5.84
6.71
FRG 714R5.51
5.54
5.90
6.79
FRG 814R5.39
5.56
5.92
6.82
7.688.667.72
FRG 514R4.45
5.20
5.48
6.23
FRG 614R4.91
5.29
5.55
6.32
FRG 714R5.19
5.34
5.60
6.39
FRG 814R5.17
5.35
5.62
6.42
9.8511.12
9.90
FRG 514R4.81
5.23
5.63
6.51
FRG 614R5.26
5.29
5.71
6.61
FRG 714R5.34
5.34
5.76
6.70
FRG 814R5.35
5.35
5.78
6.73
8.659.768.70
FRG 514R4.62
5.11
5.44
6.24
FRG 614R5.10
5.17
5.51
6.33
FRG 714R5.22
5.22
5.56
6.40
FRG 814R5.23
5.23
5.58
6.43
7.338.267.37
FRG 514R4.37
4.96
5.21
5.92
FRG 614R4.83
5.01
5.27
6.00
FRG 714R5.05
5.05
5.32
6.07
FRG 814R5.07
5.07
5.33
6.09
0.43
0.54
0.60 2.14
3.00
0.52
0.59
0.65 2.31
3.10
0.59
0.60
0.66 2.35
3.16
0.58
0.61
0.66 2.37
3.18
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
9402 11.81 6.19 2.12 12.76 2180 1925 1935 1.20
2279 5 1296 2216 10.13 60.0 4.2 1.80
6 1583 2672 10.52 60.0 4.2 1.80
7 1767 3033 11.21 60.0 4.2 1.80
8 1750 3218 10.77 60.0 4.2 1.80
359
77
282
96.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 12 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.064.675.35
FRG 2111.74
3.29
3.67
4.42
FRG 3112.14
4.06
4.53
5.46
FRG 4112.44
4.57
4.99
5.78
FRG 5112.47
4.61
5.04
5.84
5.404.184.78
FRG 2111.74
3.07
3.37
4.03
FRG 3112.14
3.79
4.16
4.98
FRG 4112.44
4.35
4.77
5.56
FRG 5112.47
4.51
4.88
5.62
4.663.614.12
FRG 2111.74
2.81
3.03
3.59
FRG 3112.14
3.47
3.74
4.44
FRG 4112.44
3.97
4.29
5.09
FRG 5112.47
4.33
4.66
5.36
4.273.323.78
FRG 2111.74
2.67
2.85
3.37
FRG 3112.14
3.29
3.52
4.16
FRG 4112.44
3.77
4.03
4.77
FRG 5112.47
4.14
4.42
5.23
3.682.873.26
FRG 2111.74
2.44
2.57
3.02
FRG 3112.14
3.01
3.17
3.73
FRG 4112.44
3.45
3.63
4.28
FRG 5112.47
3.78
3.99
4.69
6.825.256.02
FRG 2111.74
3.49
3.88
4.66
FRG 3112.14
4.31
4.79
5.76
FRG 4112.44
4.95
5.46
6.30
FRG 5112.47
5.11
5.51
6.38
5.994.625.29
FRG 2111.74
3.23
3.53
4.21
FRG 3112.14
3.99
4.36
5.20
FRG 4112.44
4.57
4.99
5.96
FRG 5112.47
4.94
5.30
6.08
5.083.934.49
FRG 2111.74
2.93
3.14
3.72
FRG 3112.14
3.62
3.88
4.59
FRG 4112.44
4.15
4.44
5.26
FRG 5112.47
4.51
4.87
5.74
6.424.945.66
FRG 2111.74
3.39
3.77
4.54
FRG 3112.14
4.18
4.66
5.61
FRG 4112.44
4.72
5.15
5.95
FRG 5112.47
4.78
5.20
6.01
5.684.395.02
FRG 2111.74
3.15
3.45
4.12
FRG 3112.14
3.89
4.26
5.08
FRG 4112.44
4.46
4.88
5.71
FRG 5112.47
4.67
5.02
5.76
4.863.764.30
FRG 2111.74
2.87
3.08
3.65
FRG 3112.14
3.54
3.81
4.51
FRG 4112.44
4.06
4.36
5.17
FRG 5112.47
4.42
4.75
5.48
0.12
0.25
0.31 1.12
1.63
0.18
0.38
0.47 1.72
2.62
0.23
0.50
0.61 2.25
3.25
0.24
0.58
0.67 2.44
3.68
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
11427 14.95 5.05 4.34 14.92 1506 1986 1741 1.20
3393 2 764 1084 3.48 60.0 4.2 1.80
3 1165 1654 3.18 60.0 4.2 1.80
4 1460 2173 3.47 60.0 4.2 1.80
5 1574 2613 4.80 60.0 4.2 1.80
390
28
361
123.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 12 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.937.297.11
FRG 2112.58
4.14
4.62
5.63
FRG 3113.09
5.13
5.54
6.40
FRG 4113.52
5.19
5.61
6.50
FRG 5113.57
5.24
5.67
6.59
7.076.506.35
FRG 2112.58
3.95
4.33
5.19
FRG 3113.09
4.86
5.34
6.17
FRG 4113.52
5.09
5.45
6.26
FRG 5113.57
5.14
5.49
6.34
6.095.605.47
FRG 2112.58
3.61
3.90
4.63
FRG 3113.09
4.45
4.80
5.70
FRG 4113.52
4.96
5.24
5.98
FRG 5113.57
5.00
5.28
6.03
5.585.145.02
FRG 2112.58
3.43
3.67
4.34
FRG 3113.09
4.23
4.52
5.35
FRG 4113.52
4.83
5.12
5.81
FRG 5113.57
4.92
5.17
5.88
4.794.424.31
FRG 2112.48
3.14
3.31
3.90
FRG 3113.06
3.87
4.08
4.80
FRG 4113.43
4.42
4.66
5.49
FRG 5113.56
4.74
4.96
5.61
8.918.198.00
FRG 2112.58
4.35
4.83
5.92
FRG 3113.09
5.47
6.03
6.96
FRG 4113.52
5.69
6.13
7.09
FRG 5113.57
5.74
6.21
7.21
7.837.207.03
FRG 2112.58
4.14
4.52
5.41
FRG 3113.09
5.11
5.59
6.65
FRG 4113.52
5.53
5.90
6.77
FRG 5113.57
5.59
5.98
6.86
6.646.115.96
FRG 2112.58
3.77
4.04
4.79
FRG 3113.09
4.64
4.98
5.90
FRG 4113.52
5.31
5.63
6.40
FRG 5113.57
5.40
5.69
6.48
8.397.717.53
FRG 2112.58
4.24
4.72
5.77
FRG 3113.09
5.28
5.71
6.57
FRG 4113.52
5.35
5.78
6.69
FRG 5113.57
5.40
5.84
6.78
7.436.836.67
FRG 2112.58
4.04
4.43
5.30
FRG 3113.09
4.98
5.46
6.32
FRG 4113.52
5.24
5.59
6.42
FRG 5113.57
5.29
5.65
6.50
6.355.845.71
FRG 2112.58
3.69
3.97
4.71
FRG 3113.09
4.54
4.89
5.80
FRG 4113.52
5.09
5.36
6.11
FRG 5113.57
5.14
5.42
6.19
0.14
0.24
0.29 1.06
1.59
0.22
0.37
0.44 1.61
2.28
0.28
0.47
0.53 1.89
2.61
0.29
0.53
0.58 2.07
2.75
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10006 13.80 6.20 4.12 14.67 1448 1581 1412 1.20
2421 2 725 1073 5.16 60.0 4.2 1.80
3 1105 1629 5.11 60.0 4.2 1.80
4 1385 2130 5.59 60.0 4.2 1.80
5 1493 2545 7.13 60.0 4.2 1.80
402
48
354
125.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 12 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.854.956.37
FRG 3132.88
4.01
4.48
5.39
FRG 4133.00
4.57
5.01
5.78
FRG 5133.14
4.63
5.05
5.85
FRG 6133.08
4.66
5.09
5.90
6.104.425.67
FRG 3132.85
3.74
4.11
4.92
FRG 4133.00
4.28
4.70
5.57
FRG 5133.14
4.53
4.89
5.63
FRG 6133.08
4.55
4.92
5.67
5.253.824.89
FRG 3132.74
3.42
3.69
4.38
FRG 4133.00
3.91
4.22
5.01
FRG 5133.14
4.32
4.66
5.37
FRG 6133.08
4.42
4.71
5.41
4.813.514.48
FRG 3132.67
3.25
3.47
4.11
FRG 4132.97
3.72
3.97
4.70
FRG 5133.14
4.11
4.39
5.19
FRG 6133.08
4.26
4.55
5.26
4.143.033.85
FRG 3132.55
2.97
3.13
3.68
FRG 4132.84
3.40
3.58
4.21
FRG 5133.06
3.75
3.95
4.65
FRG 6133.08
3.95
4.16
4.90
7.715.567.16
FRG 3132.88
4.26
4.73
5.69
FRG 4133.00
4.86
5.40
6.30
FRG 5133.14
5.12
5.51
6.38
FRG 6133.08
5.15
5.56
6.44
6.774.896.29
FRG 3132.88
3.94
4.30
5.13
FRG 4133.00
4.50
4.92
5.87
FRG 5133.14
4.93
5.31
6.09
FRG 6133.08
5.00
5.35
6.15
5.734.155.33
FRG 3132.81
3.57
3.83
4.53
FRG 4133.00
4.08
4.37
5.18
FRG 5133.14
4.51
4.83
5.73
FRG 6133.08
4.64
4.97
5.80
7.255.236.74
FRG 3132.88
4.13
4.60
5.54
FRG 4133.00
4.71
5.16
5.96
FRG 5133.14
4.79
5.21
6.02
FRG 6133.08
4.82
5.24
6.07
6.414.645.96
FRG 3132.88
3.84
4.20
5.02
FRG 4133.00
4.39
4.80
5.72
FRG 5133.14
4.68
5.03
5.78
FRG 6133.08
4.71
5.07
5.82
5.483.985.10
FRG 3132.78
3.50
3.76
4.46
FRG 4133.00
4.00
4.29
5.09
FRG 5133.14
4.42
4.75
5.49
FRG 6133.08
4.54
4.84
5.53
0.26
0.37
0.46 1.68
2.53
0.31
0.48
0.60 2.20
3.19
0.37
0.57
0.67 2.45
3.64
0.37
0.62
0.70 2.56
3.79
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
11614 14.84 5.16 3.19 14.53 1600 2260 2092 1.20
3375 3 1095 1612 3.83 60.0 4.2 1.80
4 1354 2107 4.22 60.0 4.2 1.80
5 1575 2573 4.88 60.0 4.2 1.80
6 1609 2930 6.16 60.0 4.2 1.80
390
33
356
121.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 12 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.557.687.93
FRG 3133.74
5.07
5.55
6.40
FRG 4134.16
5.20
5.62
6.49
FRG 5134.49
5.24
5.69
6.59
FRG 6134.45
5.28
5.73
6.65
7.626.857.07
FRG 3133.63
4.80
5.27
6.17
FRG 4134.04
5.10
5.46
6.26
FRG 5134.36
5.15
5.51
6.34
FRG 6134.41
5.19
5.55
6.40
6.565.906.09
FRG 3133.49
4.39
4.74
5.63
FRG 4133.88
4.96
5.24
5.98
FRG 5134.19
5.01
5.29
6.04
FRG 6134.23
5.05
5.33
6.09
6.015.415.58
FRG 3133.40
4.17
4.46
5.28
FRG 4133.78
4.76
5.09
5.81
FRG 5134.08
4.92
5.17
5.88
FRG 6134.12
4.96
5.21
5.93
5.164.654.79
FRG 3133.24
3.82
4.03
4.74
FRG 4133.61
4.35
4.59
5.40
FRG 5133.89
4.75
4.97
5.61
FRG 6133.93
4.78
4.99
5.66
9.628.648.91
FRG 3133.86
5.35
5.95
6.98
FRG 4134.29
5.69
6.13
7.09
FRG 5134.54
5.75
6.22
7.21
FRG 6134.45
5.80
6.26
7.28
8.457.597.83
FRG 3133.74
5.05
5.52
6.59
FRG 4134.16
5.55
5.90
6.76
FRG 5134.49
5.61
5.98
6.88
FRG 6134.45
5.65
6.03
6.94
7.166.436.64
FRG 3133.58
4.58
4.91
5.82
FRG 4133.99
5.22
5.60
6.40
FRG 5134.30
5.42
5.69
6.49
FRG 6134.35
5.46
5.73
6.55
9.058.138.39
FRG 3133.80
5.20
5.71
6.59
FRG 4134.23
5.36
5.78
6.69
FRG 5134.54
5.42
5.86
6.78
FRG 6134.45
5.46
5.90
6.86
8.017.207.43
FRG 3133.69
4.92
5.39
6.32
FRG 4134.10
5.24
5.59
6.42
FRG 5134.42
5.30
5.67
6.51
FRG 6134.45
5.34
5.71
6.57
6.856.166.35
FRG 3133.54
4.49
4.83
5.72
FRG 4133.93
5.10
5.37
6.11
FRG 5134.24
5.15
5.43
6.19
FRG 6134.29
5.19
5.46
6.24
0.25
0.36
0.43 1.56
2.23
0.30
0.45
0.52 1.87
2.52
0.35
0.53
0.58 2.08
2.75
0.36
0.54
0.59 2.10
2.80
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10113 13.71 6.29 3.01 14.38 1530 1711 1581 1.20
2410 3 1032 1588 6.76 60.0 4.2 1.80
4 1276 2063 7.45 60.0 4.2 1.80
5 1485 2504 8.61 60.0 4.2 1.80
6 1517 2832 8.90 60.0 4.2 1.80
402
56
346
121.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.707.798.09
FRG 514R3.40
4.86
5.27
6.09
FRG 614R3.53
4.92
5.32
6.17
FRG 714R3.76
4.96
5.36
6.23
FRG 814R3.62
4.97
5.38
6.24
6.856.937.20
FRG 514R3.40
4.64
5.09
5.86
FRG 614R3.53
4.80
5.17
5.93
FRG 714R3.76
4.84
5.21
5.98
FRG 814R3.62
4.86
5.23
6.01
5.905.966.19
FRG 514R3.40
4.24
4.57
5.43
FRG 614R3.53
4.67
4.96
5.65
FRG 714R3.76
4.70
4.99
5.71
FRG 814R3.62
4.71
5.01
5.73
5.405.465.67
FRG 514R3.37
4.03
4.30
5.09
FRG 614R3.53
4.43
4.73
5.50
FRG 714R3.76
4.61
4.86
5.55
FRG 814R3.62
4.63
4.88
5.57
4.634.694.86
FRG 514R3.20
3.68
3.88
4.56
FRG 614R3.53
4.05
4.27
5.02
FRG 714R3.74
4.34
4.57
5.30
FRG 814R3.62
4.47
4.67
5.32
8.678.779.11
FRG 514R3.40
5.24
5.75
6.63
FRG 614R3.53
5.40
5.82
6.73
FRG 714R3.76
5.44
5.87
6.80
FRG 814R3.62
5.46
5.90
6.84
7.607.697.99
FRG 514R3.40
4.88
5.33
6.34
FRG 614R3.53
5.26
5.59
6.42
FRG 714R3.76
5.30
5.65
6.49
FRG 814R3.62
5.32
5.67
6.51
6.436.516.76
FRG 514R3.40
4.43
4.74
5.62
FRG 614R3.53
4.87
5.22
6.06
FRG 714R3.76
5.11
5.38
6.12
FRG 814R3.62
5.13
5.40
6.15
8.158.258.57
FRG 514R3.40
5.03
5.43
6.26
FRG 614R3.53
5.08
5.48
6.34
FRG 714R3.76
5.11
5.53
6.40
FRG 814R3.62
5.13
5.55
6.44
7.217.297.57
FRG 514R3.40
4.75
5.21
6.01
FRG 614R3.53
4.97
5.30
6.09
FRG 714R3.76
5.01
5.34
6.15
FRG 814R3.62
5.02
5.36
6.17
6.156.226.46
FRG 514R3.40
4.33
4.66
5.52
FRG 614R3.53
4.76
5.09
5.78
FRG 714R3.76
4.84
5.12
5.84
FRG 814R3.62
4.86
5.14
5.86
0.42
0.59
0.71 2.63
3.87
0.52
0.70
0.80 2.93
4.27
0.58
0.79
0.88 3.20
4.72
0.54
0.84
0.92 3.37
4.77
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14630 14.28 5.72 2.73 14.22 2720 2687 2830 1.20
3839 5 1668 2603 5.33 60.0 4.2 1.80
6 2036 3151 4.15 60.0 4.2 1.80
7 2274 3608 4.65 60.0 4.2 1.80
8 2252 3895 7.24 60.0 4.2 1.80
392
47
345
117.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.5411.71
9.59
FRG 514R4.67
5.42
5.86
6.77
FRG 614R5.00
5.48
5.93
6.88
FRG 714R5.33
5.51
5.98
6.96
FRG 814R5.12
5.53
6.00
6.99
8.5010.43
8.55
FRG 514R4.52
5.32
5.69
6.51
FRG 614R5.00
5.37
5.74
6.61
FRG 714R5.28
5.42
5.80
6.69
FRG 814R5.12
5.44
5.82
6.72
7.328.977.36
FRG 514R4.32
5.18
5.46
6.23
FRG 614R4.78
5.23
5.51
6.30
FRG 714R5.05
5.26
5.57
6.36
FRG 814R5.02
5.28
5.59
6.40
6.708.216.74
FRG 514R4.20
5.07
5.34
6.05
FRG 614R4.64
5.15
5.40
6.13
FRG 714R4.91
5.19
5.44
6.19
FRG 814R4.88
5.20
5.46
6.22
5.757.035.78
FRG 514R3.99
4.64
4.89
5.75
FRG 614R4.41
4.99
5.18
5.86
FRG 714R4.66
5.02
5.23
5.91
FRG 814R4.64
5.04
5.23
5.93
10.7313.1910.79
FRG 514R4.82
5.94
6.40
7.40
FRG 614R5.00
6.01
6.49
7.53
FRG 714R5.33
6.07
6.56
7.63
FRG 814R5.12
6.09
6.59
7.67
9.4311.57
9.48
FRG 514R4.67
5.78
6.17
7.06
FRG 614R5.00
5.86
6.24
7.17
FRG 714R5.33
5.91
6.30
7.26
FRG 814R5.12
5.94
6.33
7.30
7.989.798.03
FRG 514R4.45
5.53
5.87
6.67
FRG 614R4.92
5.65
5.94
6.76
FRG 714R5.20
5.71
5.99
6.84
FRG 814R5.12
5.73
6.01
6.88
10.1012.4110.16
FRG 514R4.75
5.59
6.03
6.98
FRG 614R5.00
5.65
6.11
7.09
FRG 714R5.33
5.71
6.17
7.17
FRG 814R5.12
5.73
6.20
7.21
8.9410.97
8.99
FRG 514R4.59
5.48
5.84
6.69
FRG 614R5.00
5.53
5.91
6.79
FRG 714R5.33
5.57
5.96
6.87
FRG 814R5.12
5.59
5.98
6.90
7.649.367.68
FRG 514R4.38
5.32
5.59
6.36
FRG 614R4.85
5.37
5.66
6.46
FRG 714R5.12
5.42
5.71
6.51
FRG 814R5.10
5.44
5.73
6.55
0.40
0.56
0.62 2.24
3.12
0.49
0.64
0.69 2.45
3.26
0.55
0.65
0.70 2.50
3.32
0.55
0.65
0.70 2.51
3.35
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12659 13.19 6.81 2.56 14.16 2581 2089 2100 1.20
2787 5 1563 2543 9.63 60.0 4.2 1.80
6 1909 3064 10.01 60.0 4.2 1.80
7 2132 3490 10.66 60.0 4.2 1.80
8 2111 3741 10.24 60.0 4.2 1.80
406
77
329
116.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 8 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.477.799.96
FRG 617R4.01
4.92
5.32
6.15
FRG 717R4.30
4.96
5.36
6.21
FRG 817R4.53
4.99
5.40
6.27
8.436.938.86
FRG 617R4.01
4.80
5.16
5.92
FRG 717R4.30
4.84
5.20
5.98
FRG 817R4.53
4.88
5.23
6.03
7.245.977.61
FRG 617R3.94
4.53
4.89
5.65
FRG 717R4.20
4.69
4.99
5.70
FRG 817R4.44
4.72
5.03
5.74
6.625.466.96
FRG 617R3.81
4.32
4.61
5.45
FRG 717R4.06
4.61
4.86
5.54
FRG 817R4.30
4.64
4.90
5.59
5.674.695.96
FRG 617R3.58
3.95
4.16
4.89
FRG 717R3.82
4.24
4.46
5.25
FRG 817R4.05
4.47
4.67
5.33
10.688.77
11.23
FRG 617R4.01
5.40
5.82
6.73
FRG 717R4.30
5.44
5.87
6.80
FRG 817R4.53
5.48
5.92
6.87
9.367.699.84
FRG 617R4.01
5.15
5.59
6.42
FRG 717R4.30
5.30
5.65
6.48
FRG 817R4.53
5.34
5.69
6.54
7.906.518.31
FRG 617R4.01
4.74
5.08
6.02
FRG 717R4.30
5.07
5.38
6.11
FRG 817R4.53
5.15
5.42
6.17
10.048.25
10.56
FRG 617R4.01
5.07
5.48
6.34
FRG 717R4.30
5.11
5.52
6.40
FRG 817R4.53
5.15
5.57
6.46
8.877.299.32
FRG 617R4.01
4.97
5.30
6.07
FRG 717R4.30
5.01
5.34
6.13
FRG 817R4.53
5.04
5.38
6.20
7.566.227.94
FRG 617R4.01
4.64
4.99
5.78
FRG 717R4.27
4.84
5.12
5.83
FRG 817R4.52
4.88
5.16
5.88
0.53
0.66
0.77 2.85
4.18
0.61
0.76
0.86 3.15
4.59
0.68
0.84
0.92 3.37
4.80
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14630 14.28 5.72 1.91 14.21 2721 3336 3513 1.20
3839 6 1766 2988 6.84 60.0 4.2 1.80
7 2009 3446 6.71 60.0 4.2 1.80
8 2251 3895 6.60 60.0 4.2 1.80
392
56
336
114.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 8 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.4611.7111.58
FRG 617R5.41
5.48
5.94
6.88
FRG 717R5.53
5.53
5.99
6.96
FRG 817R5.57
5.57
6.05
7.04
10.2010.4310.31
FRG 617R5.19
5.38
5.75
6.61
FRG 717R5.42
5.42
5.80
6.69
FRG 817R5.47
5.47
5.86
6.76
8.778.978.86
FRG 617R4.91
5.23
5.53
6.30
FRG 717R5.24
5.27
5.57
6.37
FRG 817R5.32
5.32
5.62
6.44
8.038.218.11
FRG 617R4.75
5.15
5.40
6.13
FRG 717R5.06
5.19
5.44
6.20
FRG 817R5.23
5.23
5.48
6.25
6.877.036.95
FRG 617R4.46
4.90
5.17
5.86
FRG 717R4.76
5.03
5.23
5.91
FRG 817R5.04
5.07
5.26
5.96
12.8913.1913.04
FRG 617R5.65
6.03
6.51
7.53
FRG 717R6.03
6.09
6.57
7.64
FRG 817R6.15
6.15
6.65
7.75
11.3211.5711.44
FRG 617R5.41
5.87
6.25
7.19
FRG 717R5.77
5.92
6.32
7.28
FRG 817R5.98
5.98
6.38
7.36
9.579.799.68
FRG 617R5.09
5.67
5.96
6.78
FRG 717R5.43
5.71
6.01
6.86
FRG 817R5.75
5.76
6.06
6.94
12.1312.4112.26
FRG 617R5.53
5.67
6.12
7.09
FRG 717R5.71
5.71
6.19
7.18
FRG 817R5.76
5.76
6.24
7.26
10.7310.9710.84
FRG 617R5.30
5.53
5.92
6.80
FRG 717R5.59
5.59
5.98
6.88
FRG 817R5.63
5.63
6.03
6.96
9.159.369.25
FRG 617R5.00
5.38
5.67
6.46
FRG 717R5.33
5.42
5.72
6.53
FRG 817R5.47
5.47
5.76
6.59
0.51
0.62
0.69 2.45
3.26
0.58
0.65
0.70 2.50
3.32
0.65
0.66
0.71 2.55
3.39
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12659 13.19 6.81 1.79 14.16 2581 2522 2551 1.20
2787 6 1655 2901 11.35 60.0 4.2 1.80
7 1883 3328 12.17 60.0 4.2 1.80
8 2109 3741 12.82 60.0 4.2 1.80
406
92
314
110.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 14 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.435.075.68
FRG 2111.67
3.40
3.79
4.58
FRG 3112.06
4.19
4.68
5.65
FRG 4112.35
4.81
5.28
6.11
FRG 5112.38
4.90
5.32
6.18
5.764.565.10
FRG 2111.67
3.18
3.50
4.19
FRG 3112.06
3.92
4.31
5.16
FRG 4112.35
4.50
4.95
5.89
FRG 5112.38
4.80
5.17
5.96
5.003.974.43
FRG 2111.67
2.92
3.15
3.75
FRG 3112.06
3.60
3.89
4.62
FRG 4112.35
4.13
4.46
5.30
FRG 5112.38
4.54
4.90
5.69
4.603.664.08
FRG 2111.67
2.77
2.97
3.52
FRG 3112.06
3.42
3.67
4.34
FRG 4112.35
3.93
4.21
4.98
FRG 5112.38
4.32
4.62
5.48
3.983.173.54
FRG 2111.67
2.54
2.69
3.16
FRG 3112.06
3.14
3.31
3.90
FRG 4112.35
3.60
3.80
4.48
FRG 5112.38
3.96
4.18
4.92
7.185.666.34
FRG 2111.67
3.59
4.00
4.81
FRG 3112.06
4.43
4.93
5.94
FRG 4112.35
5.09
5.66
6.63
FRG 5112.38
5.36
5.78
6.71
6.365.025.61
FRG 2111.67
3.34
3.65
4.36
FRG 3112.06
4.12
4.51
5.38
FRG 4112.35
4.72
5.17
6.18
FRG 5112.38
5.19
5.58
6.42
5.434.304.81
FRG 2111.67
3.04
3.27
3.87
FRG 3112.06
3.75
4.03
4.78
FRG 4112.35
4.30
4.62
5.48
FRG 5112.38
4.73
5.08
6.02
6.785.355.99
FRG 2111.67
3.49
3.89
4.69
FRG 3112.06
4.31
4.80
5.79
FRG 4112.35
4.94
5.43
6.28
FRG 5112.38
5.06
5.48
6.35
6.044.775.34
FRG 2111.67
3.25
3.57
4.27
FRG 3112.06
4.01
4.41
5.27
FRG 4112.35
4.61
5.06
6.03
FRG 5112.38
4.96
5.30
6.10
5.214.134.61
FRG 2111.67
2.98
3.21
3.81
FRG 3112.06
3.67
3.96
4.70
FRG 4112.35
4.21
4.54
5.39
FRG 5112.38
4.63
4.99
5.80
0.10
0.25
0.31 1.12
1.64
0.15
0.38
0.47 1.72
2.60
0.20
0.50
0.62 2.29
3.32
0.20
0.59
0.69 2.53
3.71
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14725 16.57 5.43 5.04 16.66 1722 2218 1944 1.18
4070 2 888 1215 3.34 60.0 4.2 1.80
3 1354 1850 2.91 60.0 4.2 1.80
4 1697 2435 3.18 60.0 4.2 1.80
5 1830 2940 4.40 60.0 4.2 1.80
437
28
408
143.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 14 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.407.937.54
FRG 2112.47
4.26
4.76
5.89
FRG 3112.95
5.37
5.86
6.76
FRG 4113.37
5.48
5.94
6.88
FRG 5113.41
5.53
5.99
6.98
7.537.116.76
FRG 2112.47
4.09
4.50
5.39
FRG 3112.95
5.03
5.54
6.53
FRG 4113.37
5.38
5.76
6.63
FRG 5113.41
5.44
5.82
6.72
6.536.175.87
FRG 2112.47
3.76
4.06
4.83
FRG 3112.95
4.62
5.00
5.95
FRG 4113.37
5.24
5.55
6.34
FRG 5113.41
5.29
5.61
6.41
6.005.675.40
FRG 2112.47
3.57
3.83
4.54
FRG 3112.95
4.40
4.72
5.59
FRG 4113.37
5.04
5.40
6.17
FRG 5113.41
5.21
5.48
6.24
5.184.904.67
FRG 2112.46
3.28
3.47
4.08
FRG 3112.95
4.04
4.27
5.03
FRG 4113.37
4.62
4.88
5.75
FRG 5113.41
5.05
5.26
5.97
9.388.858.41
FRG 2112.47
4.45
5.14
6.19
FRG 3112.95
5.68
6.33
7.34
FRG 4113.37
5.98
6.46
7.48
FRG 5113.41
6.03
6.53
7.59
8.307.837.45
FRG 2112.47
4.26
4.67
5.62
FRG 3112.95
5.28
5.79
6.92
FRG 4113.37
5.83
6.23
7.15
FRG 5113.41
5.89
6.30
7.25
7.096.706.37
FRG 2112.47
3.91
4.21
4.99
FRG 3112.95
4.82
5.18
6.14
FRG 4113.37
5.51
5.93
6.77
FRG 5113.41
5.70
6.00
6.86
8.868.367.95
FRG 2112.47
4.35
5.00
6.03
FRG 3112.95
5.52
6.02
6.96
FRG 4113.37
5.65
6.11
7.07
FRG 5113.41
5.70
6.17
7.17
7.897.457.09
FRG 2112.47
4.18
4.59
5.50
FRG 3112.95
5.15
5.66
6.69
FRG 4113.37
5.53
5.92
6.80
FRG 5113.41
5.59
5.98
6.89
6.806.426.11
FRG 2112.47
3.83
4.13
4.91
FRG 3112.95
4.72
5.09
6.04
FRG 4113.37
5.38
5.68
6.48
FRG 5113.41
5.44
5.73
6.55
0.13
0.24
0.31 1.11
1.63
0.19
0.37
0.46 1.68
2.32
0.24
0.47
0.55 1.95
2.62
0.25
0.55
0.60 2.14
2.85
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12955 15.32 6.68 4.80 16.35 1659 1762 1574 1.18
2908 2 845 1204 4.93 60.0 4.2 1.80
3 1289 1825 4.50 60.0 4.2 1.80
4 1616 2391 4.91 60.0 4.2 1.80
5 1742 2872 6.79 60.0 4.2 1.80
449
48
401
145.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 14 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.235.416.72
FRG 3132.77
4.14
4.63
5.58
FRG 4132.89
4.74
5.30
6.13
FRG 5133.03
4.93
5.34
6.20
FRG 6132.97
4.96
5.38
6.24
6.484.866.03
FRG 3132.77
3.88
4.26
5.11
FRG 4132.89
4.44
4.88
5.84
FRG 5133.03
4.82
5.19
5.98
FRG 6132.97
4.86
5.23
6.01
5.624.235.23
FRG 3132.71
3.56
3.85
4.57
FRG 4132.89
4.07
4.40
5.23
FRG 5133.03
4.50
4.87
5.71
FRG 6132.97
4.67
5.03
5.74
5.173.894.81
FRG 3132.65
3.38
3.63
4.29
FRG 4132.89
3.87
4.15
4.91
FRG 5133.03
4.29
4.59
5.44
FRG 6132.97
4.49
4.81
5.59
4.463.384.16
FRG 3132.55
3.10
3.28
3.86
FRG 4132.83
3.55
3.75
4.42
FRG 5133.03
3.93
4.15
4.89
FRG 6132.97
4.19
4.43
5.21
8.096.047.51
FRG 3132.77
4.38
4.88
5.87
FRG 4132.89
5.02
5.58
6.65
FRG 5133.03
5.38
5.81
6.73
FRG 6132.97
5.42
5.86
6.80
7.155.356.65
FRG 3132.77
4.07
4.46
5.32
FRG 4132.89
4.66
5.10
6.09
FRG 5133.03
5.15
5.61
6.44
FRG 6132.97
5.20
5.65
6.49
6.104.585.68
FRG 3132.77
3.71
3.98
4.72
FRG 4132.89
4.24
4.56
5.41
FRG 5133.03
4.69
5.04
5.98
FRG 6132.97
4.86
5.22
6.15
7.635.717.10
FRG 3132.77
4.26
4.75
5.72
FRG 4132.89
4.87
5.43
6.29
FRG 5133.03
5.09
5.49
6.37
FRG 6132.97
5.11
5.53
6.42
6.805.096.32
FRG 3132.77
3.97
4.36
5.21
FRG 4132.89
4.54
4.99
5.96
FRG 5133.03
4.97
5.32
6.12
FRG 6132.97
5.01
5.36
6.17
5.854.405.44
FRG 3132.74
3.63
3.91
4.65
FRG 4132.89
4.15
4.48
5.32
FRG 5133.03
4.60
4.95
5.83
FRG 6132.97
4.76
5.13
5.88
0.23
0.37
0.46 1.68
2.53
0.29
0.49
0.61 2.25
3.35
0.33
0.58
0.70 2.56
3.64
0.32
0.64
0.73 2.65
3.93
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
15078 16.42 5.58 3.74 16.15 1846 2512 2326 1.18
4055 3 1284 1809 3.48 60.0 4.2 1.80
4 1588 2368 3.84 60.0 4.2 1.80
5 1848 2900 4.43 60.0 4.2 1.80
6 1888 3322 5.94 60.0 4.2 1.80
437
33
404
141.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 14 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.008.428.34
FRG 3133.66
5.28
5.88
6.78
FRG 4134.07
5.49
5.95
6.88
FRG 5134.34
5.55
6.01
6.99
FRG 6134.25
5.59
6.06
7.05
8.067.557.48
FRG 3133.58
4.98
5.48
6.55
FRG 4133.98
5.40
5.77
6.64
FRG 5134.29
5.45
5.84
6.73
FRG 6134.25
5.48
5.88
6.78
6.996.556.48
FRG 3133.46
4.57
4.95
5.88
FRG 4133.84
5.22
5.56
6.34
FRG 5134.15
5.31
5.62
6.42
FRG 6134.19
5.34
5.66
6.48
6.436.025.96
FRG 3133.38
4.35
4.66
5.53
FRG 4133.76
4.97
5.32
6.18
FRG 5134.06
5.23
5.49
6.25
FRG 6134.10
5.26
5.53
6.30
5.545.205.15
FRG 3133.25
3.99
4.22
4.97
FRG 4133.61
4.56
4.82
5.67
FRG 5133.90
5.03
5.28
5.98
FRG 6133.94
5.11
5.32
6.02
10.059.419.32
FRG 3133.75
5.54
6.21
7.36
FRG 4134.14
5.98
6.47
7.48
FRG 5134.34
6.05
6.55
7.61
FRG 6134.25
6.11
6.61
7.69
8.898.338.24
FRG 3133.66
5.22
5.72
6.84
FRG 4134.07
5.84
6.24
7.16
FRG 5134.34
5.91
6.31
7.26
FRG 6134.25
5.96
6.36
7.34
7.597.117.04
FRG 3133.53
4.76
5.12
6.07
FRG 4133.93
5.43
5.84
6.78
FRG 5134.24
5.72
6.02
6.88
FRG 6134.25
5.75
6.07
6.94
9.508.898.80
FRG 3133.71
5.40
6.03
6.98
FRG 4134.12
5.65
6.11
7.07
FRG 5134.34
5.72
6.19
7.19
FRG 6134.25
5.75
6.24
7.26
8.467.927.84
FRG 3133.62
5.09
5.60
6.70
FRG 4134.02
5.54
5.93
6.80
FRG 5134.34
5.60
5.99
6.90
FRG 6134.25
5.64
6.03
6.98
7.286.826.75
FRG 3133.49
4.66
5.03
5.97
FRG 4133.89
5.32
5.69
6.49
FRG 5134.19
5.45
5.74
6.57
FRG 6134.24
5.48
5.79
6.63
0.23
0.36
0.45 1.62
2.33
0.28
0.46
0.53 1.89
2.63
0.33
0.55
0.61 2.16
2.86
0.34
0.57
0.62 2.19
2.91
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
13173 15.17 6.83 3.54 15.92 1768 1894 1750 1.18
2894 3 1214 1784 5.74 60.0 4.2 1.80
4 1502 2324 6.32 60.0 4.2 1.80
5 1747 2831 7.31 60.0 4.2 1.80
6 1785 3224 8.51 60.0 4.2 1.80
449
56
393
141.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 14 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.088.618.49
FRG 514R3.28
5.14
5.59
6.46
FRG 614R3.40
5.21
5.63
6.53
FRG 714R3.63
5.24
5.68
6.59
FRG 814R3.49
5.26
5.71
6.63
7.237.717.60
FRG 514R3.28
4.81
5.29
6.23
FRG 614R3.40
5.11
5.48
6.28
FRG 714R3.63
5.15
5.51
6.34
FRG 814R3.49
5.17
5.53
6.38
6.276.686.58
FRG 514R3.28
4.42
4.78
5.68
FRG 614R3.40
4.86
5.25
6.01
FRG 714R3.63
5.01
5.30
6.05
FRG 814R3.49
5.03
5.32
6.09
5.766.146.05
FRG 514R3.28
4.20
4.50
5.33
FRG 614R3.40
4.62
4.95
5.86
FRG 714R3.63
4.94
5.19
5.90
FRG 814R3.49
4.96
5.21
5.93
4.975.295.22
FRG 514R3.22
3.85
4.07
4.79
FRG 614R3.40
4.24
4.47
5.27
FRG 714R3.63
4.54
4.79
5.64
FRG 814R3.49
4.73
5.00
5.67
9.049.649.50
FRG 514R3.28
5.44
6.05
7.00
FRG 614R3.40
5.68
6.13
7.09
FRG 714R3.63
5.73
6.19
7.17
FRG 814R3.49
5.74
6.22
7.22
7.988.518.39
FRG 514R3.28
5.05
5.53
6.61
FRG 614R3.40
5.54
5.92
6.78
FRG 714R3.63
5.58
5.96
6.86
FRG 814R3.49
5.61
5.98
6.90
6.817.267.15
FRG 514R3.28
4.60
4.95
5.86
FRG 614R3.40
5.06
5.44
6.42
FRG 714R3.63
5.40
5.69
6.49
FRG 814R3.49
5.42
5.71
6.51
8.539.108.96
FRG 514R3.28
5.28
5.74
6.63
FRG 614R3.40
5.36
5.80
6.71
FRG 714R3.63
5.40
5.84
6.78
FRG 814R3.49
5.42
5.87
6.82
7.598.097.97
FRG 514R3.28
4.93
5.41
6.38
FRG 614R3.40
5.25
5.61
6.46
FRG 714R3.63
5.29
5.66
6.51
FRG 814R3.49
5.31
5.69
6.55
6.536.966.86
FRG 514R3.28
4.51
4.86
5.77
FRG 614R3.40
4.95
5.34
6.15
FRG 714R3.63
5.15
5.44
6.20
FRG 814R3.49
5.17
5.46
6.23
0.40
0.60
0.75 2.76
3.90
0.44
0.71
0.83 3.02
4.42
0.50
0.80
0.89 3.27
4.85
0.46
0.86
0.97 3.54
4.92
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19122 15.78 6.22 3.23 15.70 3175 2969 3127 1.18
4613 5 1973 2930 4.67 60.0 4.2 1.80
6 2409 3543 3.64 60.0 4.2 1.80
7 2690 4066 4.08 60.0 4.2 1.80
8 2664 4418 6.62 60.0 4.2 1.80
439
47
392
137.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 14 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.9412.9810.00
FRG 514R4.59
5.73
6.21
7.19
FRG 614R4.78
5.78
6.27
7.28
FRG 714R5.09
5.84
6.33
7.36
FRG 814R4.89
5.86
6.36
7.41
8.9111.62
8.96
FRG 514R4.47
5.63
6.02
6.92
FRG 614R4.78
5.69
6.09
7.01
FRG 714R5.09
5.73
6.15
7.09
FRG 814R4.89
5.74
6.17
7.13
7.7210.05
7.76
FRG 514R4.31
5.48
5.80
6.61
FRG 614R4.76
5.53
5.86
6.70
FRG 714R5.03
5.58
5.91
6.76
FRG 814R4.89
5.60
5.94
6.80
7.109.237.13
FRG 514R4.21
5.29
5.67
6.44
FRG 614R4.65
5.46
5.73
6.51
FRG 714R4.91
5.49
5.77
6.59
FRG 814R4.89
5.51
5.80
6.61
6.127.946.15
FRG 514R4.03
4.86
5.13
6.05
FRG 614R4.45
5.29
5.51
6.23
FRG 714R4.70
5.33
5.55
6.28
FRG 814R4.68
5.35
5.57
6.32
11.1114.5111.17
FRG 514R4.60
6.24
6.74
7.80
FRG 614R4.78
6.32
6.84
7.94
FRG 714R5.09
6.38
6.92
8.03
FRG 814R4.89
6.42
6.96
8.09
9.8312.83
9.88
FRG 514R4.59
6.10
6.51
7.48
FRG 614R4.78
6.17
6.59
7.59
FRG 714R5.09
6.23
6.65
7.67
FRG 814R4.89
6.25
6.69
7.73
8.3910.93
8.44
FRG 514R4.42
5.79
6.22
7.07
FRG 614R4.78
5.97
6.28
7.17
FRG 714R5.09
6.01
6.34
7.25
FRG 814R4.89
6.04
6.38
7.29
10.4913.7010.55
FRG 514R4.60
5.90
6.38
7.38
FRG 614R4.78
5.97
6.46
7.50
FRG 714R5.09
6.01
6.51
7.59
FRG 814R4.89
6.04
6.55
7.63
9.3512.19
9.40
FRG 514R4.53
5.78
6.19
7.09
FRG 614R4.78
5.84
6.25
7.21
FRG 714R5.09
5.90
6.31
7.28
FRG 814R4.89
5.92
6.34
7.32
8.0410.47
8.09
FRG 514R4.36
5.63
5.94
6.76
FRG 614R4.78
5.69
5.99
6.85
FRG 714R5.09
5.73
6.05
6.92
FRG 814R4.89
5.74
6.07
6.96
0.38
0.56
0.65 2.34
3.14
0.46
0.66
0.72 2.56
3.37
0.52
0.67
0.73 2.60
3.44
0.51
0.68
0.74 2.62
3.49
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16571 14.56 7.44 3.03 15.57 3014 2289 2302 1.18
3343 5 1853 2870 9.20 60.0 4.2 1.80
6 2262 3457 8.03 60.0 4.2 1.80
7 2527 3948 9.00 60.0 4.2 1.80
8 2502 4264 9.79 60.0 4.2 1.80
453
77
376
136.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 8 + 14 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.658.63
10.14
FRG 617R3.86
5.21
5.63
6.51
FRG 717R4.14
5.23
5.67
6.57
FRG 817R4.36
5.27
5.72
6.64
8.637.739.07
FRG 617R3.86
5.11
5.47
6.28
FRG 717R4.14
5.15
5.50
6.34
FRG 817R4.36
5.18
5.55
6.40
7.476.697.85
FRG 617R3.86
4.74
5.13
5.99
FRG 717R4.14
5.01
5.30
6.05
FRG 817R4.36
5.04
5.34
6.09
6.866.157.21
FRG 617R3.85
4.51
4.83
5.73
FRG 717R4.11
4.85
5.19
5.89
FRG 817R4.35
4.96
5.22
5.94
5.915.306.20
FRG 617R3.65
4.14
4.37
5.15
FRG 717R3.90
4.45
4.70
5.53
FRG 817R4.12
4.73
5.00
5.67
10.809.66
11.36
FRG 617R3.86
5.67
6.13
7.08
FRG 717R4.14
5.72
6.18
7.16
FRG 817R4.36
5.76
6.23
7.24
9.548.53
10.02
FRG 617R3.86
5.43
5.86
6.77
FRG 717R4.14
5.57
5.96
6.84
FRG 817R4.36
5.62
5.99
6.92
8.137.288.54
FRG 617R3.86
4.94
5.31
6.30
FRG 717R4.14
5.31
5.69
6.48
FRG 817R4.36
5.44
5.73
6.53
10.199.12
10.71
FRG 617R3.86
5.36
5.78
6.70
FRG 717R4.14
5.40
5.84
6.76
FRG 817R4.36
5.44
5.88
6.83
9.068.119.53
FRG 617R3.86
5.24
5.61
6.44
FRG 717R4.14
5.28
5.65
6.49
FRG 817R4.36
5.32
5.70
6.55
7.786.978.18
FRG 617R3.86
4.84
5.22
6.13
FRG 717R4.14
5.15
5.42
6.19
FRG 817R4.36
5.18
5.46
6.24
0.51
0.68
0.80 2.93
4.21
0.58
0.77
0.89 3.27
4.60
0.65
0.86
0.97 3.54
4.92
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19137 15.76 6.24 2.26 15.60 3183 3573 3764 1.18
4599 6 2094 3380 5.73 60.0 4.2 1.80
7 2382 3903 5.62 60.0 4.2 1.80
8 2669 4418 5.53 60.0 4.2 1.80
439
56
383
134.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 8 + 14 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.4512.9811.57
FRG 617R5.38
5.78
6.27
7.28
FRG 717R5.74
5.84
6.33
7.36
FRG 817R5.88
5.88
6.39
7.44
10.2611.6210.37
FRG 617R5.20
5.69
6.09
7.01
FRG 717R5.54
5.73
6.15
7.09
FRG 817R5.77
5.77
6.20
7.17
8.8810.05
8.97
FRG 617R4.96
5.53
5.86
6.69
FRG 717R5.29
5.58
5.91
6.76
FRG 817R5.59
5.63
5.96
6.82
8.169.238.24
FRG 617R4.81
5.46
5.73
6.51
FRG 717R5.13
5.49
5.77
6.57
FRG 817R5.43
5.53
5.82
6.65
7.037.947.10
FRG 617R4.56
5.20
5.50
6.23
FRG 717R4.86
5.33
5.55
6.28
FRG 817R5.15
5.37
5.59
6.34
12.8014.5212.94
FRG 617R5.42
6.33
6.84
7.94
FRG 717R5.81
6.40
6.92
8.03
FRG 817R6.13
6.46
6.99
8.15
11.3212.8311.44
FRG 617R5.38
6.17
6.59
7.58
FRG 717R5.74
6.23
6.66
7.67
FRG 817R6.07
6.28
6.73
7.76
9.6510.94
9.76
FRG 617R5.11
5.98
6.28
7.17
FRG 717R5.45
6.01
6.34
7.25
FRG 817R5.77
6.07
6.40
7.33
12.0913.7012.22
FRG 617R5.42
5.98
6.46
7.50
FRG 717R5.81
6.01
6.52
7.57
FRG 817R6.07
6.07
6.59
7.67
10.7612.1910.88
FRG 617R5.28
5.84
6.25
7.19
FRG 717R5.64
5.90
6.31
7.28
FRG 817R5.95
5.95
6.37
7.36
9.2510.48
9.35
FRG 617R5.03
5.69
5.99
6.84
FRG 717R5.37
5.73
6.05
6.92
FRG 817R5.68
5.77
6.11
6.99
0.49
0.64
0.72 2.54
3.37
0.56
0.67
0.73 2.60
3.44
0.62
0.68
0.74 2.64
3.52
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16572 14.56 7.44 2.12 15.56 3015 2649 2679 1.18
3341 6 1962 3294 10.84 60.0 4.2 1.80
7 2232 3786 11.62 60.0 4.2 1.80
8 2501 4264 12.25 60.0 4.2 1.80
453
92
361
130.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 16 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.785.445.99
FRG 2111.60
3.49
3.90
4.70
FRG 3111.99
4.30
4.81
5.80
FRG 4112.27
4.94
5.52
6.40
FRG 5112.30
5.15
5.58
6.48
6.114.925.40
FRG 2111.60
3.27
3.61
4.32
FRG 3111.99
4.03
4.45
5.33
FRG 4112.27
4.63
5.11
6.12
FRG 5112.30
5.06
5.43
6.25
5.334.304.72
FRG 2111.60
3.01
3.27
3.89
FRG 3111.99
3.72
4.03
4.79
FRG 4112.27
4.27
4.62
5.50
FRG 5112.30
4.70
5.09
5.98
4.923.984.36
FRG 2111.60
2.87
3.08
3.66
FRG 3111.99
3.54
3.80
4.51
FRG 4112.27
4.07
4.37
5.18
FRG 5112.30
4.47
4.81
5.70
4.283.473.80
FRG 2111.60
2.64
2.80
3.30
FRG 3111.99
3.25
3.45
4.06
FRG 4112.27
3.74
3.96
4.66
FRG 5112.30
4.11
4.36
5.13
7.536.046.64
FRG 2111.60
3.68
4.10
4.94
FRG 3111.99
4.54
5.06
6.09
FRG 4112.27
5.21
5.81
6.94
FRG 5112.30
5.59
6.05
7.01
6.705.395.92
FRG 2111.60
3.43
3.76
4.50
FRG 3111.99
4.23
4.64
5.55
FRG 4112.27
4.85
5.33
6.37
FRG 5112.30
5.34
5.84
6.73
5.774.655.11
FRG 2111.60
3.13
3.38
4.01
FRG 3111.99
3.87
4.17
4.95
FRG 4112.27
4.44
4.78
5.68
FRG 5112.30
4.88
5.27
6.25
7.135.726.30
FRG 2111.60
3.58
4.00
4.82
FRG 3111.99
4.41
4.93
5.95
FRG 4112.27
5.07
5.66
6.58
FRG 5112.30
5.29
5.73
6.66
6.395.145.65
FRG 2111.60
3.35
3.68
4.41
FRG 3111.99
4.13
4.54
5.44
FRG 4112.27
4.74
5.21
6.24
FRG 5112.30
5.20
5.56
6.41
5.544.474.91
FRG 2111.60
3.07
3.32
3.95
FRG 3111.99
3.79
4.10
4.87
FRG 4112.27
4.35
4.70
5.59
FRG 5112.30
4.79
5.18
6.11
0.09
0.25
0.31 1.13
1.65
0.13
0.38
0.47 1.72
2.58
0.17
0.50
0.63 2.32
3.46
0.18
0.60
0.72 2.63
3.71
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
18498 18.22 5.78 5.76 18.44 1942 2455 2151 1.15
4799 2 1015 1346 3.12 60.0 4.2 1.80
3 1548 2046 2.70 60.0 4.2 1.80
4 1940 2697 2.95 60.0 4.2 1.80
5 2091 3267 4.08 60.0 4.2 1.80
484
28
455
163.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 8 + 16 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.848.527.94
FRG 2112.37
4.34
5.02
6.05
FRG 3112.83
5.52
6.15
7.11
FRG 4113.23
5.74
6.23
7.23
FRG 5113.27
5.80
6.29
7.32
7.977.687.16
FRG 2112.37
4.19
4.65
5.57
FRG 3112.83
5.18
5.72
6.86
FRG 4113.23
5.65
6.05
6.98
FRG 5113.27
5.71
6.12
7.07
6.956.706.25
FRG 2112.37
3.88
4.21
5.01
FRG 3112.83
4.78
5.18
6.17
FRG 4113.23
5.47
5.84
6.67
FRG 5113.27
5.56
5.90
6.75
6.416.195.77
FRG 2112.37
3.70
3.98
4.72
FRG 3112.83
4.56
4.90
5.81
FRG 4113.23
5.22
5.61
6.51
FRG 5113.27
5.48
5.76
6.58
5.565.375.01
FRG 2112.37
3.40
3.61
4.26
FRG 3112.83
4.19
4.44
5.24
FRG 4113.23
4.80
5.09
6.00
FRG 5113.27
5.25
5.55
6.30
9.829.468.81
FRG 2112.37
4.73
5.28
6.36
FRG 3112.83
5.82
6.49
7.69
FRG 4113.23
6.24
6.74
7.83
FRG 5113.27
6.30
6.84
7.96
8.758.437.85
FRG 2112.37
4.34
4.85
5.80
FRG 3112.83
5.43
5.96
7.14
FRG 4113.23
6.09
6.51
7.50
FRG 5113.27
6.16
6.59
7.61
7.537.266.76
FRG 2112.37
4.04
4.36
5.17
FRG 3112.83
4.97
5.36
6.37
FRG 4113.23
5.69
6.14
7.12
FRG 5113.27
5.98
6.30
7.21
9.308.978.35
FRG 2112.37
4.60
5.15
6.21
FRG 3112.83
5.66
6.32
7.30
FRG 4113.23
5.91
6.40
7.44
FRG 5113.27
5.98
6.48
7.53
8.348.047.49
FRG 2112.37
4.26
4.74
5.68
FRG 3112.83
5.30
5.84
6.99
FRG 4113.23
5.80
6.21
7.15
FRG 5113.27
5.86
6.28
7.25
7.236.976.50
FRG 2112.37
3.96
4.28
5.09
FRG 3112.83
4.87
5.27
6.26
FRG 4113.23
5.58
5.98
6.82
FRG 5113.27
5.71
6.03
6.90
0.11
0.25
0.31 1.12
1.64
0.16
0.38
0.47 1.69
2.42
0.21
0.48
0.55 1.97
2.72
0.21
0.56
0.62 2.21
2.95
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16349 16.86 7.14 5.50 18.07 1874 1948 1740 1.15
3435 2 969 1335 4.68 60.0 4.2 1.80
3 1478 2021 4.06 60.0 4.2 1.80
4 1852 2653 4.44 60.0 4.2 1.80
5 1997 3199 6.13 60.0 4.2 1.80
496
48
448
165.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 16 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.615.857.07
FRG 3132.68
4.26
4.76
5.74
FRG 4132.79
4.87
5.45
6.44
FRG 5132.93
5.19
5.61
6.51
FRG 6132.87
5.21
5.65
6.56
6.855.286.37
FRG 3132.68
3.99
4.40
5.28
FRG 4132.79
4.57
5.04
6.05
FRG 5132.93
5.07
5.46
6.28
FRG 6132.87
5.13
5.49
6.34
5.984.625.56
FRG 3132.66
3.68
3.99
4.74
FRG 4132.79
4.21
4.57
5.43
FRG 5132.93
4.67
5.06
6.01
FRG 6132.87
4.85
5.26
6.05
5.514.275.14
FRG 3132.61
3.51
3.76
4.46
FRG 4132.79
4.01
4.31
5.11
FRG 5132.93
4.45
4.78
5.66
FRG 6132.87
4.68
5.03
5.90
4.793.724.46
FRG 3132.53
3.22
3.41
4.02
FRG 4132.79
3.69
3.91
4.61
FRG 5132.93
4.09
4.33
5.10
FRG 6132.87
4.39
4.64
5.47
8.456.507.86
FRG 3132.68
4.49
5.01
6.03
FRG 4132.79
5.14
5.74
6.91
FRG 5132.93
5.63
6.08
7.05
FRG 6132.87
5.67
6.13
7.13
7.525.797.00
FRG 3132.68
4.19
4.59
5.49
FRG 4132.79
4.79
5.26
6.29
FRG 5132.93
5.31
5.83
6.76
FRG 6132.87
5.35
5.92
6.82
6.475.006.02
FRG 3132.68
3.83
4.12
4.90
FRG 4132.79
4.38
4.72
5.61
FRG 5132.93
4.85
5.23
6.21
FRG 6132.87
5.03
5.43
6.47
8.016.167.44
FRG 3132.68
4.37
4.88
5.89
FRG 4132.79
5.00
5.59
6.61
FRG 5132.93
5.32
5.76
6.69
FRG 6132.87
5.36
5.81
6.74
7.175.536.67
FRG 3132.68
4.09
4.50
5.38
FRG 4132.79
4.68
5.15
6.17
FRG 5132.93
5.18
5.59
6.44
FRG 6132.87
5.24
5.63
6.49
6.214.805.78
FRG 3132.68
3.75
4.05
4.82
FRG 4132.79
4.30
4.64
5.52
FRG 5132.93
4.76
5.14
6.11
FRG 6132.87
4.94
5.34
6.19
0.21
0.37
0.46 1.69
2.53
0.26
0.49
0.61 2.25
3.42
0.29
0.59
0.71 2.61
3.76
0.28
0.65
0.74 2.71
4.06
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19084 18.03 5.97 4.32 17.84 2100 2774 2569 1.15
4794 3 1480 2005 3.21 60.0 4.2 1.80
4 1831 2630 3.54 60.0 4.2 1.80
5 2130 3227 4.09 60.0 4.2 1.80
6 2176 3715 5.55 60.0 4.2 1.80
484
33
451
161.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 8 + 16 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.449.138.75
FRG 3133.57
5.46
6.11
7.13
FRG 4133.97
5.76
6.24
7.25
FRG 5134.16
5.82
6.32
7.34
FRG 6134.08
5.87
6.37
7.42
8.518.237.89
FRG 3133.50
5.13
5.66
6.79
FRG 4133.89
5.67
6.08
6.99
FRG 5134.16
5.73
6.15
7.09
FRG 6134.08
5.76
6.20
7.17
7.427.176.88
FRG 3133.40
4.73
5.13
6.10
FRG 4133.78
5.41
5.86
6.69
FRG 5134.08
5.59
5.92
6.78
FRG 6134.08
5.63
5.97
6.84
6.846.626.35
FRG 3133.34
4.51
4.85
5.75
FRG 4133.72
5.15
5.54
6.53
FRG 5134.01
5.50
5.79
6.61
FRG 6134.05
5.53
5.84
6.67
5.935.745.51
FRG 3133.23
4.15
4.40
5.18
FRG 4133.59
4.74
5.02
5.92
FRG 5133.87
5.24
5.55
6.32
FRG 6133.92
5.38
5.61
6.37
10.4910.14
9.72
FRG 3133.64
5.76
6.43
7.73
FRG 4133.97
6.26
6.77
7.84
FRG 5134.16
6.33
6.86
7.98
FRG 6134.08
6.38
6.92
8.07
9.349.038.66
FRG 3133.57
5.37
5.90
7.06
FRG 4133.97
6.12
6.54
7.51
FRG 5134.16
6.19
6.63
7.63
FRG 6134.08
6.24
6.69
7.72
8.037.777.45
FRG 3133.47
4.92
5.31
6.30
FRG 4133.86
5.62
6.06
7.13
FRG 5134.16
5.99
6.33
7.24
FRG 6134.08
6.03
6.38
7.30
9.949.619.21
FRG 3133.61
5.61
6.27
7.34
FRG 4133.97
5.94
6.42
7.45
FRG 5134.16
5.99
6.49
7.55
FRG 6134.08
6.03
6.55
7.63
8.908.618.26
FRG 3133.53
5.25
5.78
6.92
FRG 4133.93
5.82
6.23
7.17
FRG 5134.16
5.88
6.30
7.26
FRG 6134.08
5.92
6.36
7.34
7.717.467.16
FRG 3133.43
4.82
5.22
6.20
FRG 4133.82
5.51
5.96
6.84
FRG 5134.12
5.73
6.05
6.93
FRG 6134.08
5.76
6.11
6.99
0.21
0.37
0.46 1.67
2.45
0.26
0.47
0.55 1.95
2.73
0.30
0.55
0.62 2.21
2.97
0.31
0.59
0.64 2.26
3.02
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16736 16.67 7.33 4.09 17.54 2014 2087 1928 1.15
3424 3 1404 1980 5.07 60.0 4.2 1.80
4 1737 2586 5.59 60.0 4.2 1.80
5 2021 3158 6.46 60.0 4.2 1.80
6 2064 3616 8.16 60.0 4.2 1.80
496
56
440
161.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 16 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.479.418.90
FRG 514R3.16
5.29
5.88
6.78
FRG 614R3.29
5.48
5.92
6.86
FRG 714R3.50
5.51
5.98
6.94
FRG 814R3.37
5.53
5.99
6.98
7.638.478.01
FRG 514R3.16
4.96
5.47
6.56
FRG 614R3.29
5.38
5.76
6.63
FRG 714R3.50
5.42
5.80
6.69
FRG 814R3.37
5.44
5.83
6.73
6.657.376.98
FRG 514R3.16
4.57
4.96
5.90
FRG 614R3.29
5.03
5.45
6.34
FRG 714R3.50
5.28
5.59
6.40
FRG 814R3.37
5.30
5.61
6.43
6.136.806.44
FRG 514R3.16
4.36
4.68
5.55
FRG 614R3.29
4.79
5.14
6.10
FRG 714R3.50
5.13
5.48
6.24
FRG 814R3.37
5.23
5.49
6.26
5.325.895.58
FRG 514R3.16
4.01
4.24
5.00
FRG 614R3.29
4.40
4.66
5.50
FRG 714R3.50
4.72
5.00
5.89
FRG 814R3.37
4.93
5.22
5.99
9.4210.47
9.90
FRG 514R3.16
5.58
6.22
7.35
FRG 614R3.29
5.94
6.42
7.44
FRG 714R3.50
5.98
6.48
7.52
FRG 814R3.37
6.01
6.51
7.57
8.389.308.80
FRG 514R3.16
5.20
5.71
6.83
FRG 614R3.29
5.72
6.21
7.13
FRG 714R3.50
5.84
6.25
7.21
FRG 814R3.37
5.88
6.28
7.25
7.207.997.56
FRG 514R3.16
4.76
5.13
6.09
FRG 614R3.29
5.23
5.64
6.69
FRG 714R3.50
5.60
5.98
6.82
FRG 814R3.37
5.69
6.01
6.86
8.929.919.37
FRG 514R3.16
5.43
6.03
6.98
FRG 614R3.29
5.63
6.09
7.06
FRG 714R3.50
5.67
6.15
7.13
FRG 814R3.37
5.69
6.17
7.17
7.988.878.39
FRG 514R3.16
5.08
5.59
6.69
FRG 614R3.29
5.51
5.91
6.80
FRG 714R3.50
5.55
5.96
6.86
FRG 814R3.37
5.58
5.98
6.90
6.917.677.26
FRG 514R3.16
4.66
5.04
5.99
FRG 614R3.29
5.12
5.54
6.48
FRG 714R3.50
5.42
5.73
6.53
FRG 814R3.37
5.44
5.74
6.57
0.36
0.60
0.75 2.77
4.08
0.38
0.72
0.85 3.12
4.48
0.44
0.81
0.93 3.39
4.84
0.40
0.87
0.98 3.58
5.08
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
24376 17.31 6.69 3.76 17.29 3649 3269 3442 1.15
5466 5 2293 3257 4.21 60.0 4.2 1.80
6 2800 3935 3.28 60.0 4.2 1.80
7 3127 4524 3.68 60.0 4.2 1.80
8 3097 4941 5.96 60.0 4.2 1.80
486
47
439
157.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 8 + 16 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.3814.2110.44
FRG 514R4.41
6.03
6.52
7.55
FRG 614R4.58
6.09
6.59
7.66
FRG 714R4.88
6.13
6.66
7.75
FRG 814R4.69
6.17
6.69
7.79
9.3612.79
9.41
FRG 514R4.40
5.92
6.35
7.30
FRG 614R4.58
5.98
6.42
7.40
FRG 714R4.88
6.03
6.48
7.48
FRG 814R4.69
6.05
6.50
7.52
8.1611.13
8.20
FRG 514R4.26
5.76
6.12
6.99
FRG 614R4.58
5.84
6.19
7.07
FRG 714R4.88
5.88
6.24
7.15
FRG 814R4.69
5.90
6.26
7.19
7.5210.25
7.56
FRG 514R4.18
5.50
5.91
6.80
FRG 614R4.58
5.74
6.05
6.90
FRG 714R4.88
5.78
6.09
6.96
FRG 814R4.69
5.81
6.13
6.99
6.528.866.55
FRG 514R4.03
5.05
5.36
6.32
FRG 614R4.45
5.55
5.82
6.59
FRG 714R4.70
5.63
5.86
6.65
FRG 814R4.68
5.65
5.89
6.69
11.5415.8011.60
FRG 514R4.41
6.55
7.08
8.20
FRG 614R4.58
6.62
7.17
8.32
FRG 714R4.88
6.69
7.25
8.44
FRG 814R4.69
6.72
7.28
8.50
10.2714.0510.33
FRG 514R4.41
6.40
6.84
7.86
FRG 614R4.58
6.47
6.92
7.98
FRG 714R4.88
6.52
6.99
8.07
FRG 814R4.69
6.55
7.03
8.12
8.8312.07
8.88
FRG 514R4.35
5.99
6.47
7.46
FRG 614R4.58
6.26
6.61
7.55
FRG 714R4.88
6.32
6.67
7.64
FRG 814R4.69
6.34
6.71
7.69
10.9314.9610.99
FRG 514R4.41
6.21
6.71
7.77
FRG 614R4.58
6.26
6.78
7.88
FRG 714R4.88
6.32
6.86
7.98
FRG 814R4.69
6.34
6.90
8.03
9.7913.39
9.84
FRG 514R4.41
6.08
6.51
7.48
FRG 614R4.58
6.15
6.59
7.59
FRG 714R4.88
6.19
6.65
7.67
FRG 814R4.69
6.23
6.68
7.73
8.4811.58
8.53
FRG 514R4.31
5.87
6.26
7.14
FRG 614R4.58
5.98
6.32
7.23
FRG 714R4.88
6.03
6.38
7.30
FRG 814R4.69
6.05
6.42
7.34
0.35
0.57
0.67 2.37
3.25
0.43
0.68
0.75 2.65
3.50
0.48
0.70
0.76 2.69
3.57
0.48
0.70
0.76 2.72
3.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
21181 15.97 8.03 3.54 17.06 3470 2509 2523 1.15
3957 5 2160 3197 7.93 60.0 4.2 1.80
6 2637 3849 6.18 60.0 4.2 1.80
7 2945 4406 6.93 60.0 4.2 1.80
8 2916 4787 9.39 60.0 4.2 1.80
500
77
423
156.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 8 + 16 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.959.49
10.46
FRG 617R3.73
5.47
5.92
6.85
FRG 717R4.00
5.50
5.96
6.92
FRG 817R4.21
5.53
6.01
6.98
8.958.549.41
FRG 617R3.73
5.34
5.76
6.62
FRG 717R4.00
5.41
5.80
6.69
FRG 817R4.21
5.44
5.84
6.74
7.807.448.19
FRG 617R3.73
4.92
5.33
6.33
FRG 717R4.00
5.28
5.59
6.38
FRG 817R4.21
5.31
5.63
6.44
7.186.857.54
FRG 617R3.73
4.69
5.04
5.97
FRG 717R4.00
5.04
5.42
6.23
FRG 817R4.21
5.23
5.50
6.27
6.225.946.53
FRG 617R3.69
4.31
4.57
5.38
FRG 717R3.93
4.63
4.91
5.79
FRG 817R4.16
4.93
5.22
5.99
11.0710.5511.64
FRG 617R3.73
5.93
6.42
7.44
FRG 717R4.00
5.98
6.48
7.51
FRG 817R4.21
6.03
6.53
7.59
9.849.38
10.35
FRG 617R3.73
5.60
6.14
7.11
FRG 717R4.00
5.84
6.24
7.19
FRG 817R4.21
5.89
6.30
7.26
8.458.068.88
FRG 617R3.73
5.12
5.52
6.55
FRG 717R4.00
5.50
5.93
6.82
FRG 817R4.21
5.71
6.01
6.88
10.489.99
11.02
FRG 617R3.73
5.63
6.09
7.05
FRG 717R4.00
5.67
6.13
7.11
FRG 817R4.21
5.71
6.19
7.19
9.388.949.85
FRG 617R3.73
5.47
5.90
6.78
FRG 717R4.00
5.55
5.95
6.84
FRG 817R4.21
5.59
5.99
6.91
8.117.738.52
FRG 617R3.73
5.02
5.42
6.45
FRG 717R4.00
5.39
5.72
6.53
FRG 817R4.21
5.44
5.75
6.58
0.48
0.69
0.83 3.05
4.35
0.55
0.79
0.92 3.33
4.71
0.62
0.87
0.98 3.58
5.08
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
24470 17.23 6.77 2.64 16.97 3680 3869 4075 1.15
5425 6 2448 3773 5.04 60.0 4.2 1.80
7 2785 4361 4.94 60.0 4.2 1.80
8 3120 4941 4.86 60.0 4.2 1.80
486
56
430
154.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 8 + 16 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.6614.2611.79
FRG 617R5.20
6.09
6.59
7.65
FRG 717R5.57
6.13
6.65
7.73
FRG 817R5.88
6.19
6.71
7.82
10.5012.8310.61
FRG 617R5.16
5.98
6.42
7.38
FRG 717R5.51
6.02
6.48
7.47
FRG 817R5.83
6.07
6.52
7.55
9.1511.16
9.25
FRG 617R4.96
5.83
6.18
7.05
FRG 717R5.29
5.88
6.23
7.13
FRG 817R5.60
5.92
6.28
7.21
8.4310.28
8.52
FRG 617R4.83
5.74
6.04
6.88
FRG 717R5.16
5.78
6.09
6.95
FRG 817R5.46
5.82
6.14
7.01
7.308.897.38
FRG 617R4.61
5.43
5.75
6.58
FRG 717R4.92
5.62
5.86
6.64
FRG 817R5.21
5.66
5.90
6.71
12.9615.8613.10
FRG 617R5.20
6.62
7.17
8.32
FRG 717R5.57
6.69
7.25
8.42
FRG 817R5.88
6.74
7.32
8.53
11.5314.1011.66
FRG 617R5.20
6.47
6.92
7.96
FRG 717R5.57
6.52
6.99
8.05
FRG 817R5.88
6.58
7.05
8.15
9.9112.1110.02
FRG 617R5.09
6.26
6.61
7.55
FRG 717R5.43
6.32
6.67
7.63
FRG 817R5.75
6.36
6.73
7.71
12.2815.0112.41
FRG 617R5.20
6.26
6.78
7.88
FRG 717R5.57
6.32
6.85
7.97
FRG 817R5.88
6.36
6.92
8.05
10.9913.4311.11
FRG 617R5.20
6.14
6.57
7.57
FRG 717R5.57
6.19
6.64
7.66
FRG 817R5.88
6.24
6.70
7.75
9.5111.62
9.62
FRG 617R5.02
5.98
6.32
7.23
FRG 717R5.36
6.02
6.38
7.29
FRG 817R5.67
6.07
6.43
7.37
0.46
0.65
0.73 2.58
3.49
0.53
0.69
0.76 2.69
3.56
0.59
0.70
0.77 2.73
3.65
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
21201 15.94 8.06 2.48 16.93 3482 2830 2861 1.15
3943 6 2294 3686 10.40 60.0 4.2 1.80
7 2609 4244 11.15 60.0 4.2 1.80
8 2923 4787 11.75 60.0 4.2 1.80
500
92
409
150.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.485.426.07
FRG 2111.77
3.52
3.92
4.72
FRG 3112.17
4.34
4.84
5.83
FRG 4112.47
4.96
5.36
6.21
FRG 5112.50
5.00
5.42
6.27
5.774.835.41
FRG 2111.77
3.27
3.59
4.30
FRG 3112.17
4.04
4.43
5.30
FRG 4112.47
4.64
5.09
5.97
FRG 5112.50
4.90
5.24
6.03
4.964.174.66
FRG 2111.77
2.99
3.22
3.82
FRG 3112.17
3.69
3.98
4.72
FRG 4112.47
4.23
4.56
5.41
FRG 5112.50
4.64
5.01
5.74
4.553.824.27
FRG 2111.77
2.84
3.03
3.58
FRG 3112.17
3.50
3.74
4.42
FRG 4112.47
4.02
4.29
5.07
FRG 5112.50
4.42
4.71
5.57
3.913.303.67
FRG 2111.77
2.59
2.73
3.21
FRG 3112.17
3.20
3.37
3.96
FRG 4112.47
3.67
3.86
4.54
FRG 5112.50
4.03
4.24
4.99
7.316.116.84
FRG 2111.77
3.74
4.15
4.98
FRG 3112.17
4.61
5.12
6.15
FRG 4112.47
5.29
5.86
6.76
FRG 5112.50
5.49
5.92
6.86
6.405.366.00
FRG 2111.77
3.45
3.76
4.49
FRG 3112.17
4.26
4.64
5.54
FRG 4112.47
4.89
5.33
6.35
FRG 5112.50
5.35
5.69
6.53
5.414.545.08
FRG 2111.77
3.12
3.34
3.96
FRG 3112.17
3.85
4.12
4.88
FRG 4112.47
4.42
4.73
5.60
FRG 5112.50
4.83
5.20
6.16
6.875.746.43
FRG 2111.77
3.62
4.03
4.85
FRG 3112.17
4.47
4.97
5.98
FRG 4112.47
5.12
5.52
6.38
FRG 5112.50
5.17
5.57
6.46
6.075.085.69
FRG 2111.77
3.36
3.67
4.39
FRG 3112.17
4.15
4.53
5.42
FRG 4112.47
4.76
5.20
6.13
FRG 5112.50
5.05
5.40
6.19
5.184.354.86
FRG 2111.77
3.06
3.28
3.89
FRG 3112.17
3.77
4.05
4.80
FRG 4112.47
4.33
4.64
5.51
FRG 5112.50
4.73
5.10
5.88
0.11
0.25
0.31 1.11
1.62
0.16
0.38
0.47 1.71
2.57
0.21
0.50
0.61 2.25
3.16
0.22
0.59
0.68 2.47
3.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
14725 16.57 5.43 5.04 16.66 1721 2081 1942 1.18
4070 2 888 1215 3.54 60.0 4.2 1.80
3 1354 1850 3.29 60.0 4.2 1.80
4 1697 2435 3.59 60.0 4.2 1.80
5 1830 2940 4.96 60.0 4.2 1.80
374
28
345
112.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.578.397.98
FRG 2112.60
4.39
4.90
6.03
FRG 3113.11
5.49
5.94
6.86
FRG 4113.55
5.56
6.01
6.98
FRG 5113.59
5.62
6.09
7.07
7.637.477.11
FRG 2112.60
4.19
4.60
5.51
FRG 3113.11
5.16
5.67
6.61
FRG 4113.55
5.46
5.84
6.71
FRG 5113.59
5.51
5.90
6.80
6.576.446.12
FRG 2112.60
3.84
4.14
4.91
FRG 3113.11
4.72
5.09
6.05
FRG 4113.55
5.32
5.61
6.40
FRG 5113.59
5.36
5.67
6.48
6.025.905.61
FRG 2112.60
3.64
3.89
4.61
FRG 3113.11
4.49
4.79
5.67
FRG 4113.55
5.13
5.48
6.23
FRG 5113.59
5.28
5.53
6.30
5.175.064.82
FRG 2112.56
3.33
3.51
4.13
FRG 3113.11
4.10
4.32
5.09
FRG 4113.54
4.70
4.95
5.82
FRG 5113.59
5.12
5.32
6.01
9.649.448.97
FRG 2112.60
4.60
5.27
6.34
FRG 3113.11
5.86
6.48
7.48
FRG 4113.55
6.09
6.57
7.61
FRG 5113.59
6.17
6.67
7.73
8.468.297.88
FRG 2112.60
4.39
4.79
5.75
FRG 3113.11
5.43
5.93
7.08
FRG 4113.55
5.94
6.33
7.26
FRG 5113.59
6.00
6.40
7.37
7.167.026.68
FRG 2112.60
4.00
4.29
5.08
FRG 3113.11
4.93
5.28
6.26
FRG 4113.55
5.64
6.03
6.86
FRG 5113.59
5.80
6.09
6.96
9.078.888.44
FRG 2112.60
4.49
5.00
6.18
FRG 3113.11
5.67
6.11
7.05
FRG 4113.55
5.74
6.21
7.19
FRG 5113.59
5.80
6.26
7.28
8.027.867.47
FRG 2112.60
4.29
4.70
5.63
FRG 3113.11
5.29
5.80
6.78
FRG 4113.55
5.62
5.99
6.89
FRG 5113.59
5.67
6.06
6.98
6.856.716.39
FRG 2112.60
3.92
4.21
5.00
FRG 3113.11
4.82
5.19
6.15
FRG 4113.55
5.46
5.74
6.55
FRG 5113.59
5.51
5.80
6.63
0.13
0.24
0.30 1.08
1.61
0.20
0.37
0.45 1.63
2.28
0.26
0.47
0.54 1.92
2.57
0.27
0.55
0.59 2.11
2.78
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12955 15.32 6.68 4.80 16.35 1659 1695 1573 1.18
2908 2 845 1204 5.19 60.0 4.2 1.80
3 1289 1825 5.22 60.0 4.2 1.80
4 1616 2391 5.70 60.0 4.2 1.80
5 1742 2872 7.18 60.0 4.2 1.80
396
48
348
119.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.525.797.19
FRG 3132.92
4.29
4.78
5.76
FRG 4133.04
4.91
5.38
6.23
FRG 5133.19
5.03
5.44
6.29
FRG 6133.12
5.06
5.48
6.34
5.805.166.39
FRG 3132.92
4.00
4.38
5.24
FRG 4133.04
4.57
5.02
5.98
FRG 5133.19
4.92
5.26
6.05
FRG 6133.12
4.96
5.30
6.10
4.994.445.50
FRG 3132.86
3.65
3.93
4.67
FRG 4133.04
4.18
4.50
5.34
FRG 5133.19
4.62
4.98
5.76
FRG 6133.12
4.80
5.09
5.81
4.584.075.03
FRG 3132.79
3.46
3.70
4.37
FRG 4133.04
3.96
4.23
5.00
FRG 5133.19
4.39
4.68
5.53
FRG 6133.12
4.61
4.92
5.66
3.933.514.32
FRG 3132.67
3.16
3.33
3.91
FRG 4132.97
3.62
3.81
4.48
FRG 5133.19
4.00
4.21
4.96
FRG 6133.12
4.28
4.51
5.30
7.356.528.11
FRG 3132.92
4.56
5.06
6.08
FRG 4133.04
5.22
5.79
6.78
FRG 5133.19
5.51
5.95
6.88
FRG 6133.12
5.55
5.99
6.95
6.445.727.10
FRG 3132.92
4.21
4.59
5.48
FRG 4133.04
4.82
5.25
6.27
FRG 5133.19
5.33
5.72
6.55
FRG 6133.12
5.39
5.76
6.61
5.454.846.00
FRG 3132.92
3.81
4.08
4.83
FRG 4133.04
4.36
4.67
5.52
FRG 5133.19
4.83
5.16
6.11
FRG 6133.12
5.01
5.36
6.24
6.916.137.62
FRG 3132.92
4.42
4.91
5.91
FRG 4133.04
5.06
5.54
6.40
FRG 5133.19
5.19
5.60
6.48
FRG 6133.12
5.23
5.64
6.53
6.115.426.73
FRG 3132.92
4.10
4.48
5.36
FRG 4133.04
4.69
5.13
6.13
FRG 5133.19
5.08
5.42
6.21
FRG 6133.12
5.11
5.46
6.26
5.214.635.74
FRG 3132.89
3.73
4.00
4.74
FRG 4133.04
4.27
4.58
5.43
FRG 5133.19
4.72
5.07
5.90
FRG 6133.12
4.90
5.23
5.96
0.25
0.37
0.46 1.67
2.50
0.31
0.49
0.60 2.19
3.16
0.35
0.58
0.67 2.46
3.55
0.34
0.64
0.72 2.61
3.83
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
15078 16.42 5.58 3.74 16.15 1845 2095 2323 1.18
4055 3 1284 1809 3.98 60.0 4.2 1.80
4 1588 2368 4.38 60.0 4.2 1.80
5 1848 2900 5.06 60.0 4.2 1.80
6 1888 3322 6.25 60.0 4.2 1.80
374
33
340
110.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.548.918.83
FRG 3133.84
5.42
5.96
6.88
FRG 4134.27
5.57
6.03
6.98
FRG 5134.57
5.63
6.10
7.07
FRG 6134.48
5.67
6.15
7.15
7.617.947.86
FRG 3133.74
5.10
5.60
6.62
FRG 4134.16
5.48
5.84
6.72
FRG 5134.49
5.53
5.92
6.80
FRG 6134.48
5.57
5.96
6.87
6.556.836.77
FRG 3133.61
4.67
5.04
5.98
FRG 4134.01
5.33
5.63
6.40
FRG 5134.33
5.38
5.69
6.49
FRG 6134.37
5.42
5.73
6.54
6.006.266.20
FRG 3133.53
4.44
4.74
5.61
FRG 4133.92
5.06
5.41
6.24
FRG 5134.23
5.29
5.55
6.31
FRG 6134.27
5.32
5.59
6.36
5.155.375.32
FRG 3133.38
4.06
4.27
5.03
FRG 4133.75
4.63
4.88
5.74
FRG 5134.05
5.11
5.33
6.02
FRG 6134.09
5.17
5.36
6.07
9.6110.04
9.93
FRG 3133.95
5.71
6.34
7.50
FRG 4134.36
6.11
6.59
7.62
FRG 5134.57
6.19
6.68
7.75
FRG 6134.48
6.24
6.74
7.84
8.438.818.72
FRG 3133.84
5.37
5.86
7.00
FRG 4134.27
5.96
6.34
7.26
FRG 5134.57
6.02
6.42
7.38
FRG 6134.48
6.07
6.48
7.46
7.147.457.38
FRG 3133.70
4.87
5.22
6.18
FRG 4134.11
5.56
5.96
6.87
FRG 5134.43
5.81
6.11
6.97
FRG 6134.48
5.86
6.17
7.03
9.049.449.35
FRG 3133.90
5.56
6.13
7.07
FRG 4134.33
5.74
6.21
7.19
FRG 5134.57
5.81
6.28
7.29
FRG 6134.48
5.86
6.34
7.37
8.008.358.27
FRG 3133.79
5.23
5.73
6.78
FRG 4134.22
5.63
6.01
6.90
FRG 5134.55
5.69
6.07
6.99
FRG 6134.48
5.73
6.13
7.05
6.837.137.06
FRG 3133.65
4.77
5.13
6.08
FRG 4134.06
5.44
5.76
6.55
FRG 5134.38
5.53
5.82
6.64
FRG 6134.43
5.57
5.86
6.71
0.24
0.36
0.43 1.57
2.25
0.29
0.46
0.52 1.87
2.55
0.34
0.55
0.60 2.11
2.79
0.35
0.56
0.60 2.14
2.84
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
13173 15.17 6.83 3.54 15.92 1767 1689 1749 1.18
2894 3 1214 1784 6.94 60.0 4.2 1.80
4 1502 2324 7.65 60.0 4.2 1.80
5 1747 2831 8.84 60.0 4.2 1.80
6 1785 3224 8.96 60.0 4.2 1.80
396
56
340
115.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.229.209.07
FRG 514R3.44
5.25
5.67
6.55
FRG 614R3.57
5.30
5.73
6.63
FRG 714R3.81
5.34
5.76
6.69
FRG 814R3.66
5.36
5.80
6.73
6.438.178.05
FRG 514R3.44
4.95
5.43
6.30
FRG 614R3.57
5.20
5.55
6.38
FRG 714R3.81
5.23
5.59
6.44
FRG 814R3.66
5.24
5.61
6.47
5.537.016.91
FRG 514R3.44
4.52
4.88
5.79
FRG 614R3.57
4.97
5.34
6.07
FRG 714R3.81
5.09
5.37
6.13
FRG 814R3.66
5.11
5.40
6.16
5.066.426.32
FRG 514R3.44
4.29
4.58
5.42
FRG 614R3.57
4.72
5.04
5.92
FRG 714R3.81
5.01
5.24
5.96
FRG 814R3.66
5.03
5.26
5.99
4.355.495.42
FRG 514R3.36
3.92
4.13
4.86
FRG 614R3.57
4.31
4.54
5.34
FRG 714R3.81
4.62
4.86
5.69
FRG 814R3.66
4.82
5.05
5.72
8.1410.3910.23
FRG 514R3.44
5.64
6.21
7.15
FRG 614R3.57
5.81
6.26
7.25
FRG 714R3.81
5.86
6.32
7.32
FRG 814R3.66
5.88
6.36
7.37
7.139.098.95
FRG 514R3.44
5.22
5.69
6.79
FRG 614R3.57
5.67
6.03
6.91
FRG 714R3.81
5.71
6.07
6.98
FRG 814R3.66
5.73
6.11
7.01
6.037.667.55
FRG 514R3.44
4.72
5.06
5.99
FRG 614R3.57
5.19
5.56
6.52
FRG 714R3.81
5.50
5.78
6.59
FRG 814R3.66
5.53
5.80
6.62
7.659.769.61
FRG 514R3.44
5.42
5.84
6.74
FRG 614R3.57
5.47
5.90
6.82
FRG 714R3.81
5.50
5.96
6.90
FRG 814R3.66
5.53
5.98
6.94
6.768.608.48
FRG 514R3.44
5.08
5.56
6.48
FRG 614R3.57
5.35
5.71
6.55
FRG 714R3.81
5.39
5.74
6.61
FRG 814R3.66
5.41
5.77
6.65
5.777.327.22
FRG 514R3.44
4.62
4.96
5.88
FRG 614R3.57
5.08
5.46
6.23
FRG 714R3.81
5.23
5.50
6.27
FRG 814R3.66
5.24
5.53
6.30
0.41
0.60
0.73 2.67
3.82
0.46
0.70
0.81 2.95
4.27
0.53
0.79
0.88 3.17
4.68
0.49
0.86
0.95 3.46
4.75
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19122 15.78 6.22 3.23 15.70 3175 2465 3127 1.18
4613 5 1973 2930 5.56 60.0 4.2 1.80
6 2409 3543 4.34 60.0 4.2 1.80
7 2690 4066 4.86 60.0 4.2 1.80
8 2664 4418 7.32 60.0 4.2 1.80
379
47
332
108.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.3813.6910.54
FRG 514R4.79
5.81
6.28
7.26
FRG 614R5.01
5.88
6.36
7.38
FRG 714R5.34
5.92
6.42
7.46
FRG 814R5.13
5.95
6.45
7.50
8.3612.18
9.39
FRG 514R4.66
5.71
6.09
6.99
FRG 614R5.01
5.76
6.17
7.09
FRG 714R5.34
5.80
6.22
7.17
FRG 814R5.13
5.83
6.24
7.21
7.2010.47
8.08
FRG 514R4.47
5.55
5.86
6.67
FRG 614R4.94
5.61
5.92
6.76
FRG 714R5.22
5.65
5.98
6.82
FRG 814R5.13
5.67
5.99
6.86
6.609.577.40
FRG 514R4.36
5.39
5.73
6.49
FRG 614R4.82
5.51
5.78
6.57
FRG 714R5.09
5.55
5.83
6.65
FRG 814R5.07
5.57
5.86
6.67
5.668.196.34
FRG 514R4.16
4.93
5.20
6.11
FRG 614R4.60
5.35
5.55
6.28
FRG 714R4.86
5.39
5.59
6.34
FRG 814R4.83
5.41
5.62
6.36
10.5515.4211.86
FRG 514R4.83
6.38
6.88
7.94
FRG 614R5.01
6.46
6.97
8.07
FRG 714R5.34
6.51
7.04
8.19
FRG 814R5.13
6.54
7.07
8.25
9.2713.5210.41
FRG 514R4.79
6.21
6.61
7.57
FRG 614R5.01
6.28
6.70
7.70
FRG 714R5.34
6.34
6.76
7.79
FRG 814R5.13
6.37
6.80
7.84
7.8511.43
8.82
FRG 514R4.59
5.91
6.30
7.17
FRG 614R5.01
6.06
6.38
7.26
FRG 714R5.34
6.11
6.44
7.34
FRG 814R5.13
6.15
6.47
7.39
9.9314.5011.16
FRG 514R4.83
5.99
6.48
7.49
FRG 614R5.01
6.06
6.55
7.60
FRG 714R5.34
6.11
6.62
7.69
FRG 814R5.13
6.15
6.65
7.75
8.7912.81
9.87
FRG 514R4.72
5.87
6.26
7.19
FRG 614R5.01
5.94
6.34
7.28
FRG 714R5.34
5.98
6.40
7.37
FRG 814R5.13
6.01
6.42
7.42
7.5110.93
8.43
FRG 514R4.53
5.71
6.00
6.82
FRG 614R5.01
5.76
6.07
6.92
FRG 714R5.29
5.80
6.13
6.99
FRG 814R5.13
5.83
6.15
7.03
0.39
0.56
0.64 2.29
3.10
0.48
0.65
0.71 2.50
3.30
0.54
0.66
0.72 2.54
3.38
0.53
0.67
0.72 2.57
3.40
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16571 14.56 7.44 3.03 15.57 3014 2039 2302 1.18
3343 5 1853 2870 9.65 60.0 4.2 1.80
6 2262 3457 10.03 60.0 4.2 1.80
7 2527 3948 10.68 60.0 4.2 1.80
8 2502 4264 10.27 60.0 4.2 1.80
404
77
327
112.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.369.22
10.84
FRG 617R4.05
5.29
5.73
6.61
FRG 717R4.34
5.33
5.76
6.68
FRG 817R4.58
5.36
5.80
6.74
7.438.199.62
FRG 617R4.05
5.19
5.54
6.36
FRG 717R4.34
5.23
5.59
6.42
FRG 817R4.58
5.26
5.63
6.48
6.387.038.25
FRG 617R4.05
4.86
5.24
6.06
FRG 717R4.34
5.09
5.36
6.11
FRG 817R4.58
5.12
5.40
6.17
5.846.437.54
FRG 617R4.01
4.61
4.92
5.82
FRG 717R4.27
4.96
5.24
5.96
FRG 817R4.52
5.03
5.28
5.99
5.005.516.44
FRG 617R3.78
4.21
4.44
5.22
FRG 717R4.04
4.53
4.77
5.61
FRG 817R4.27
4.82
5.07
5.73
9.4310.4112.24
FRG 617R4.05
5.81
6.26
7.23
FRG 717R4.34
5.86
6.32
7.31
FRG 817R4.58
5.90
6.38
7.40
8.259.11
10.70
FRG 617R4.05
5.60
6.01
6.90
FRG 717R4.34
5.71
6.07
6.97
FRG 817R4.58
5.74
6.12
7.03
6.977.689.02
FRG 617R4.05
5.07
5.43
6.43
FRG 717R4.34
5.45
5.78
6.57
FRG 817R4.58
5.54
5.82
6.63
8.869.78
11.50
FRG 617R4.05
5.46
5.90
6.80
FRG 717R4.34
5.50
5.94
6.88
FRG 817R4.58
5.54
5.99
6.96
7.828.62
10.13
FRG 617R4.05
5.34
5.70
6.53
FRG 717R4.34
5.38
5.74
6.59
FRG 817R4.58
5.42
5.78
6.66
6.667.348.62
FRG 617R4.05
4.96
5.33
6.21
FRG 717R4.34
5.23
5.49
6.26
FRG 817R4.58
5.26
5.53
6.32
0.52
0.68
0.79 2.87
4.11
0.60
0.77
0.87 3.17
4.50
0.67
0.86
0.96 3.49
4.77
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19137 15.76 6.24 2.26 15.60 3183 2872 3764 1.18
4599 6 2094 3380 7.27 60.0 4.2 1.80
7 2382 3903 7.14 60.0 4.2 1.80
8 2669 4418 7.02 60.0 4.2 1.80
379
56
323
104.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.5013.6912.21
FRG 617R5.59
5.88
6.36
7.37
FRG 717R5.92
5.92
6.42
7.46
FRG 817R5.98
5.98
6.48
7.54
9.3512.1810.87
FRG 617R5.39
5.76
6.17
7.09
FRG 717R5.74
5.80
6.23
7.17
FRG 817R5.86
5.86
6.27
7.25
8.0510.47
9.34
FRG 617R5.12
5.61
5.92
6.75
FRG 717R5.46
5.65
5.98
6.82
FRG 817R5.70
5.70
6.01
6.90
7.379.588.55
FRG 617R4.96
5.51
5.78
6.57
FRG 717R5.29
5.55
5.83
6.63
FRG 817R5.60
5.60
5.88
6.71
6.328.207.32
FRG 617R4.69
5.28
5.55
6.26
FRG 717R5.00
5.39
5.59
6.33
FRG 817R5.29
5.43
5.64
6.39
11.8215.4213.74
FRG 617R5.69
6.46
6.98
8.07
FRG 717R6.10
6.52
7.05
8.19
FRG 817R6.43
6.59
7.13
8.29
10.3713.5212.06
FRG 617R5.59
6.28
6.71
7.70
FRG 717R5.96
6.34
6.76
7.79
FRG 817R6.31
6.40
6.84
7.89
8.7811.4310.20
FRG 617R5.29
6.07
6.38
7.26
FRG 717R5.64
6.12
6.44
7.34
FRG 817R5.97
6.17
6.49
7.43
11.1214.5012.93
FRG 617R5.69
6.07
6.55
7.59
FRG 717R6.08
6.12
6.63
7.69
FRG 817R6.17
6.17
6.69
7.78
9.8412.8211.43
FRG 617R5.48
5.94
6.34
7.28
FRG 717R5.85
5.98
6.40
7.36
FRG 817R6.03
6.03
6.46
7.46
8.4010.93
9.75
FRG 617R5.20
5.76
6.07
6.92
FRG 717R5.55
5.80
6.13
6.99
FRG 817R5.86
5.86
6.18
7.07
0.50
0.64
0.71 2.50
3.28
0.57
0.66
0.72 2.54
3.36
0.64
0.67
0.73 2.59
3.44
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16572 14.56 7.44 2.12 15.56 3015 2293 2679 1.18
3341 6 1962 3294 11.37 60.0 4.2 1.80
7 2232 3786 12.19 60.0 4.2 1.80
8 2501 4264 12.85 60.0 4.2 1.80
404
92
312
106.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 12 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.815.806.38
FRG 2111.69
3.60
4.03
4.85
FRG 3112.09
4.44
4.96
5.98
FRG 4112.38
5.10
5.63
6.51
FRG 5112.41
5.24
5.67
6.58
6.095.205.71
FRG 2111.69
3.37
3.70
4.43
FRG 3112.09
4.15
4.57
5.47
FRG 4112.38
4.77
5.24
6.26
FRG 5112.41
5.15
5.50
6.34
5.284.514.95
FRG 2111.69
3.09
3.34
3.96
FRG 3112.09
3.81
4.11
4.89
FRG 4112.38
4.37
4.72
5.61
FRG 5112.41
4.81
5.20
6.05
4.854.164.56
FRG 2111.69
2.94
3.14
3.72
FRG 3112.09
3.62
3.88
4.59
FRG 4112.38
4.16
4.45
5.27
FRG 5112.41
4.58
4.90
5.80
4.193.603.94
FRG 2111.69
2.69
2.84
3.34
FRG 3112.09
3.32
3.50
4.12
FRG 4112.38
3.81
4.02
4.73
FRG 5112.41
4.19
4.42
5.21
7.626.497.14
FRG 2111.69
3.82
4.25
5.11
FRG 3112.09
4.71
5.24
6.30
FRG 4112.38
5.40
6.01
7.07
FRG 5112.41
5.73
6.19
7.17
6.735.746.31
FRG 2111.69
3.54
3.87
4.63
FRG 3112.09
4.37
4.77
5.70
FRG 4112.38
5.01
5.48
6.55
FRG 5112.41
5.52
5.96
6.84
5.744.905.38
FRG 2111.69
3.22
3.46
4.10
FRG 3112.09
3.97
4.26
5.05
FRG 4112.38
4.56
4.89
5.80
FRG 5112.41
5.02
5.39
6.38
7.196.126.74
FRG 2111.69
3.71
4.13
4.98
FRG 3112.09
4.57
5.09
6.14
FRG 4112.38
5.25
5.78
6.69
FRG 5112.41
5.40
5.84
6.76
6.395.455.99
FRG 2111.69
3.45
3.79
4.53
FRG 3112.09
4.26
4.67
5.58
FRG 4112.38
4.89
5.36
6.41
FRG 5112.41
5.28
5.65
6.49
5.504.705.16
FRG 2111.69
3.15
3.39
4.03
FRG 3112.09
3.89
4.19
4.97
FRG 4112.38
4.46
4.81
5.70
FRG 5112.41
4.91
5.29
6.19
0.09
0.25
0.31 1.12
1.64
0.14
0.38
0.47 1.71
2.56
0.18
0.50
0.62 2.26
3.29
0.19
0.59
0.70 2.54
3.63
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
18498 18.22 5.78 5.76 18.44 1941 2302 2149 1.15
4799 2 1015 1346 3.38 60.0 4.2 1.80
3 1548 2046 3.00 60.0 4.2 1.80
4 1940 2697 3.27 60.0 4.2 1.80
5 2091 3267 4.52 60.0 4.2 1.80
421
28
392
132.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 12 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.009.008.38
FRG 2112.48
4.47
5.15
6.22
FRG 3112.97
5.67
6.24
7.21
FRG 4113.39
5.83
6.32
7.32
FRG 5113.43
5.89
6.39
7.43
8.068.067.51
FRG 2112.48
4.30
4.74
5.69
FRG 3112.97
5.31
5.85
6.96
FRG 4113.39
5.73
6.13
7.05
FRG 5113.43
5.78
6.20
7.15
6.986.986.51
FRG 2112.48
3.96
4.29
5.10
FRG 3112.97
4.88
5.28
6.27
FRG 4113.39
5.58
5.90
6.74
FRG 5113.43
5.63
5.96
6.82
6.426.425.99
FRG 2112.48
3.77
4.04
4.79
FRG 3112.97
4.64
4.97
5.89
FRG 4113.39
5.32
5.70
6.57
FRG 5113.43
5.55
5.82
6.65
5.545.545.17
FRG 2112.48
3.46
3.65
4.30
FRG 3112.97
4.26
4.50
5.30
FRG 4113.39
4.88
5.15
6.07
FRG 5113.43
5.35
5.60
6.34
10.0610.06
9.36
FRG 2112.48
4.65
5.43
6.54
FRG 3112.97
6.00
6.68
7.82
FRG 4113.39
6.36
6.88
7.98
FRG 5113.43
6.44
6.96
8.09
8.898.898.28
FRG 2112.48
4.47
4.96
5.93
FRG 3112.97
5.58
6.11
7.30
FRG 4113.39
6.21
6.63
7.61
FRG 5113.43
6.27
6.71
7.73
7.597.597.07
FRG 2112.48
4.13
4.44
5.26
FRG 3112.97
5.08
5.46
6.48
FRG 4113.39
5.82
6.26
7.21
FRG 5113.43
6.07
6.40
7.30
9.509.508.84
FRG 2112.48
4.56
5.29
6.37
FRG 3112.97
5.83
6.42
7.41
FRG 4113.39
6.00
6.49
7.53
FRG 5113.43
6.07
6.57
7.65
8.458.457.87
FRG 2112.48
4.39
4.85
5.81
FRG 3112.97
5.44
5.97
7.13
FRG 4113.39
5.88
6.30
7.25
FRG 5113.43
5.95
6.36
7.34
7.277.276.78
FRG 2112.48
4.04
4.36
5.18
FRG 3112.97
4.98
5.37
6.37
FRG 4113.39
5.70
6.04
6.90
FRG 5113.43
5.78
6.11
6.98
0.12
0.24
0.31 1.12
1.63
0.17
0.38
0.46 1.67
2.34
0.22
0.47
0.55 1.94
2.65
0.23
0.56
0.61 2.17
2.86
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16349 16.86 7.14 5.50 18.07 1874 1874 1739 1.15
3435 2 969 1335 4.96 60.0 4.2 1.80
3 1478 2021 4.57 60.0 4.2 1.80
4 1852 2653 4.99 60.0 4.2 1.80
5 1997 3199 6.86 60.0 4.2 1.80
443
48
395
139.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 12 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.846.247.54
FRG 3132.81
4.40
4.91
5.92
FRG 4132.93
5.04
5.63
6.53
FRG 5133.07
5.27
5.71
6.61
FRG 6133.01
5.30
5.74
6.67
6.125.596.74
FRG 3132.81
4.11
4.52
5.41
FRG 4132.93
4.71
5.18
6.20
FRG 5133.07
5.18
5.53
6.37
FRG 6133.01
5.21
5.57
6.42
5.304.855.84
FRG 3132.80
3.77
4.07
4.84
FRG 4132.93
4.32
4.66
5.54
FRG 5133.07
4.78
5.17
6.08
FRG 6133.01
4.99
5.36
6.13
4.884.465.36
FRG 3132.75
3.58
3.84
4.54
FRG 4132.93
4.10
4.39
5.20
FRG 5133.07
4.55
4.87
5.76
FRG 6133.01
4.81
5.14
5.97
4.213.864.63
FRG 3132.65
3.28
3.46
4.08
FRG 4132.93
3.76
3.97
4.67
FRG 5133.07
4.16
4.39
5.17
FRG 6133.01
4.47
4.72
5.55
7.666.988.44
FRG 3132.81
4.66
5.18
6.24
FRG 4132.93
5.34
5.94
7.11
FRG 5133.07
5.75
6.22
7.20
FRG 6133.01
5.80
6.26
7.26
6.766.177.45
FRG 3132.81
4.32
4.73
5.65
FRG 4132.93
4.95
5.41
6.47
FRG 5133.07
5.48
5.99
6.88
FRG 6133.01
5.54
6.03
6.94
5.765.266.35
FRG 3132.81
3.93
4.22
5.00
FRG 4132.93
4.50
4.83
5.73
FRG 5133.07
4.99
5.35
6.34
FRG 6133.01
5.19
5.57
6.56
7.226.597.96
FRG 3132.81
4.52
5.04
6.07
FRG 4132.93
5.18
5.78
6.73
FRG 5133.07
5.44
5.88
6.80
FRG 6133.01
5.47
5.92
6.86
6.425.867.08
FRG 3132.81
4.21
4.62
5.52
FRG 4132.93
4.83
5.29
6.33
FRG 5133.07
5.32
5.69
6.53
FRG 6133.01
5.36
5.73
6.59
5.525.056.08
FRG 3132.81
3.85
4.14
4.92
FRG 4132.93
4.41
4.75
5.63
FRG 5133.07
4.88
5.26
6.23
FRG 6133.01
5.09
5.48
6.26
0.23
0.37
0.46 1.68
2.51
0.28
0.49
0.61 2.24
3.33
0.30
0.59
0.71 2.58
3.61
0.29
0.65
0.74 2.67
3.89
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
19084 18.03 5.97 4.32 17.84 2098 2314 2565 1.15
4794 3 1480 2005 3.59 60.0 4.2 1.80
4 1831 2630 3.96 60.0 4.2 1.80
5 2130 3227 4.57 60.0 4.2 1.80
6 2176 3715 6.01 60.0 4.2 1.80
421
33
387
130.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 12 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.949.639.24
FRG 3133.74
5.58
6.26
7.24
FRG 4134.16
5.86
6.34
7.34
FRG 5134.36
5.92
6.42
7.46
FRG 6134.28
5.96
6.47
7.53
8.018.638.28
FRG 3133.66
5.26
5.79
6.93
FRG 4134.07
5.74
6.15
7.07
FRG 5134.36
5.80
6.23
7.17
FRG 6134.28
5.84
6.27
7.25
6.947.477.17
FRG 3133.55
4.83
5.22
6.21
FRG 4133.95
5.52
5.92
6.76
FRG 5134.26
5.66
5.98
6.84
FRG 6134.28
5.70
6.03
6.91
6.386.876.59
FRG 3133.48
4.59
4.92
5.83
FRG 4133.87
5.25
5.63
6.59
FRG 5134.17
5.57
5.85
6.67
FRG 6134.22
5.61
5.90
6.73
5.515.925.69
FRG 3133.35
4.21
4.45
5.24
FRG 4133.73
4.81
5.09
5.99
FRG 5134.02
5.32
5.62
6.36
FRG 6134.07
5.45
5.67
6.42
9.9910.7810.33
FRG 3133.82
5.94
6.61
7.85
FRG 4134.16
6.38
6.90
7.99
FRG 5134.36
6.46
6.99
8.11
FRG 6134.28
6.51
7.05
8.21
8.839.529.13
FRG 3133.74
5.52
6.04
7.22
FRG 4134.16
6.21
6.65
7.63
FRG 5134.36
6.30
6.73
7.75
FRG 6134.28
6.36
6.79
7.84
7.548.137.79
FRG 3133.62
5.03
5.41
6.41
FRG 4134.03
5.75
6.18
7.23
FRG 5134.34
6.09
6.42
7.32
FRG 6134.28
6.15
6.48
7.40
9.4310.17
9.75
FRG 3133.78
5.71
6.44
7.44
FRG 4134.16
6.03
6.51
7.55
FRG 5134.36
6.09
6.60
7.67
FRG 6134.28
6.15
6.66
7.75
8.409.058.68
FRG 3133.70
5.38
5.91
7.07
FRG 4134.11
5.91
6.32
7.26
FRG 5134.36
5.98
6.39
7.36
FRG 6134.28
6.01
6.44
7.44
7.237.797.47
FRG 3133.58
4.93
5.31
6.31
FRG 4133.99
5.63
6.07
6.92
FRG 5134.30
5.80
6.13
6.99
FRG 6134.28
5.84
6.18
7.07
0.22
0.37
0.46 1.65
2.36
0.27
0.46
0.54 1.91
2.67
0.32
0.55
0.62 2.19
2.88
0.32
0.58
0.63 2.23
2.95
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
16736 16.67 7.33 4.09 17.54 2013 1861 1926 1.15
3424 3 1404 1980 5.85 60.0 4.2 1.80
4 1737 2586 6.45 60.0 4.2 1.80
5 2021 3158 7.45 60.0 4.2 1.80
6 2064 3616 8.56 60.0 4.2 1.80
443
56
387
135.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.5510.02
9.47
FRG 514R3.31
5.46
5.97
6.90
FRG 614R3.44
5.56
6.01
6.98
FRG 714R3.66
5.60
6.07
7.04
FRG 814R3.52
5.63
6.09
7.09
6.768.958.47
FRG 514R3.31
5.10
5.61
6.65
FRG 614R3.44
5.46
5.84
6.73
FRG 714R3.66
5.49
5.88
6.78
FRG 814R3.52
5.51
5.92
6.82
5.857.737.32
FRG 514R3.31
4.68
5.06
6.01
FRG 614R3.44
5.14
5.56
6.42
FRG 714R3.66
5.36
5.67
6.47
FRG 814R3.52
5.38
5.69
6.49
5.387.106.72
FRG 514R3.31
4.45
4.76
5.64
FRG 614R3.44
4.89
5.24
6.20
FRG 714R3.66
5.24
5.53
6.30
FRG 814R3.52
5.29
5.55
6.32
4.646.115.78
FRG 514R3.31
4.08
4.30
5.07
FRG 614R3.44
4.48
4.73
5.57
FRG 714R3.66
4.80
5.07
5.97
FRG 814R3.52
5.02
5.30
6.04
8.4511.2310.62
FRG 514R3.31
5.78
6.43
7.50
FRG 614R3.44
6.07
6.55
7.59
FRG 714R3.66
6.13
6.61
7.67
FRG 814R3.52
6.15
6.65
7.73
7.469.909.36
FRG 514R3.31
5.36
5.87
7.01
FRG 614R3.44
5.89
6.32
7.25
FRG 714R3.66
5.98
6.38
7.32
FRG 814R3.52
5.99
6.40
7.38
6.368.427.96
FRG 514R3.31
4.88
5.24
6.21
FRG 614R3.44
5.36
5.76
6.83
FRG 714R3.66
5.75
6.07
6.93
FRG 814R3.52
5.80
6.11
6.98
7.9810.5910.01
FRG 514R3.31
5.61
6.13
7.09
FRG 614R3.44
5.73
6.20
7.17
FRG 714R3.66
5.77
6.24
7.25
FRG 814R3.52
5.80
6.28
7.28
7.099.408.89
FRG 514R3.31
5.23
5.73
6.82
FRG 614R3.44
5.61
5.99
6.90
FRG 714R3.66
5.65
6.05
6.96
FRG 814R3.52
5.68
6.07
6.99
6.108.067.63
FRG 514R3.31
4.78
5.15
6.11
FRG 614R3.44
5.25
5.66
6.55
FRG 714R3.66
5.49
5.80
6.61
FRG 814R3.52
5.51
5.82
6.65
0.37
0.60
0.75 2.74
3.90
0.41
0.72
0.83 3.02
4.38
0.46
0.81
0.91 3.29
4.75
0.42
0.87
0.97 3.53
4.90
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
24376 17.31 6.69 3.76 17.29 3649 2714 3442 1.15
5466 5 2293 3257 4.83 60.0 4.2 1.80
6 2800 3935 3.76 60.0 4.2 1.80
7 3127 4524 4.22 60.0 4.2 1.80
8 3097 4941 6.84 60.0 4.2 1.80
426
47
379
128.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.7714.9510.98
FRG 514R4.61
6.11
6.61
7.66
FRG 614R4.79
6.17
6.69
7.76
FRG 714R5.10
6.23
6.74
7.86
FRG 814R4.90
6.24
6.78
7.90
8.7613.38
9.84
FRG 514R4.57
5.99
6.42
7.38
FRG 614R4.79
6.05
6.49
7.48
FRG 714R5.10
6.11
6.55
7.55
FRG 814R4.90
6.13
6.58
7.61
7.5911.57
8.52
FRG 514R4.42
5.84
6.19
7.05
FRG 614R4.79
5.90
6.24
7.13
FRG 714R5.10
5.95
6.30
7.21
FRG 814R4.90
5.98
6.32
7.25
6.9810.62
7.83
FRG 514R4.33
5.59
5.99
6.86
FRG 614R4.78
5.81
6.11
6.96
FRG 714R5.05
5.86
6.15
7.01
FRG 814R4.90
5.88
6.19
7.05
6.039.136.75
FRG 514R4.16
5.13
5.42
6.39
FRG 614R4.60
5.63
5.87
6.64
FRG 714R4.86
5.69
5.92
6.71
FRG 814R4.83
5.71
5.94
6.74
10.9216.7312.27
FRG 514R4.61
6.67
7.21
8.32
FRG 614R4.79
6.74
7.30
8.46
FRG 714R5.10
6.80
7.38
8.57
FRG 814R4.90
6.84
7.42
8.63
9.6614.7810.85
FRG 514R4.61
6.50
6.94
7.97
FRG 614R4.79
6.57
7.03
8.09
FRG 714R5.10
6.64
7.09
8.19
FRG 814R4.90
6.67
7.13
8.25
8.2512.59
9.26
FRG 514R4.52
6.12
6.58
7.54
FRG 614R4.79
6.36
6.71
7.65
FRG 714R5.10
6.42
6.76
7.73
FRG 814R4.90
6.45
6.80
7.78
10.3115.7911.59
FRG 514R4.61
6.29
6.80
7.88
FRG 614R4.79
6.36
6.88
8.00
FRG 714R5.10
6.42
6.96
8.09
FRG 814R4.90
6.45
6.99
8.15
9.1914.0410.32
FRG 514R4.61
6.17
6.59
7.57
FRG 614R4.79
6.23
6.67
7.67
FRG 714R5.10
6.28
6.73
7.76
FRG 814R4.90
6.31
6.76
7.81
7.9112.06
8.88
FRG 514R4.47
5.99
6.32
7.21
FRG 614R4.79
6.05
6.40
7.30
FRG 714R5.10
6.11
6.46
7.38
FRG 814R4.90
6.13
6.48
7.42
0.37
0.57
0.66 2.34
3.17
0.45
0.67
0.73 2.60
3.42
0.50
0.69
0.75 2.65
3.51
0.49
0.69
0.75 2.67
3.54
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
21181 15.97 8.03 3.54 17.06 3470 2235 2523 1.15
3957 5 2160 3197 9.22 60.0 4.2 1.80
6 2637 3849 8.16 60.0 4.2 1.80
7 2945 4406 9.14 60.0 4.2 1.80
8 2916 4787 9.81 60.0 4.2 1.80
451
77
374
132.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.5910.1011.14
FRG 617R3.90
5.55
6.01
6.96
FRG 717R4.18
5.59
6.06
7.03
FRG 817R4.41
5.63
6.11
7.09
7.699.039.95
FRG 617R3.90
5.46
5.84
6.71
FRG 717R4.18
5.49
5.88
6.76
FRG 817R4.41
5.53
5.92
6.82
6.657.808.59
FRG 617R3.90
5.04
5.44
6.40
FRG 717R4.18
5.36
5.66
6.46
FRG 817R4.41
5.39
5.70
6.51
6.117.167.88
FRG 617R3.90
4.79
5.13
6.07
FRG 717R4.18
5.15
5.51
6.28
FRG 817R4.41
5.30
5.57
6.34
5.266.166.77
FRG 617R3.82
4.39
4.63
5.45
FRG 717R4.08
4.72
4.98
5.86
FRG 817R4.32
5.02
5.30
6.05
9.6311.3212.49
FRG 617R3.90
6.07
6.55
7.57
FRG 717R4.18
6.12
6.61
7.66
FRG 817R4.41
6.17
6.67
7.75
8.499.98
11.01
FRG 617R3.90
5.77
6.31
7.25
FRG 717R4.18
5.97
6.36
7.32
FRG 817R4.41
6.01
6.42
7.39
7.238.499.35
FRG 617R3.90
5.25
5.64
6.68
FRG 717R4.18
5.64
6.06
6.92
FRG 817R4.41
5.80
6.11
6.98
9.0810.6811.78
FRG 617R3.90
5.73
6.19
7.16
FRG 717R4.18
5.76
6.24
7.23
FRG 817R4.41
5.80
6.28
7.30
8.079.48
10.45
FRG 617R3.90
5.61
5.99
6.88
FRG 717R4.18
5.65
6.03
6.94
FRG 817R4.41
5.69
6.09
7.01
6.938.138.96
FRG 617R3.90
5.14
5.54
6.55
FRG 717R4.18
5.49
5.79
6.61
FRG 817R4.41
5.53
5.84
6.67
0.50
0.69
0.83 3.01
4.19
0.57
0.78
0.90 3.28
4.53
0.64
0.87
0.97 3.53
4.93
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
24470 17.23 6.77 2.64 16.97 3680 3109 4075 1.15
5425 6 2448 3773 5.98 60.0 4.2 1.80
7 2785 4361 5.87 60.0 4.2 1.80
8 3120 4941 5.78 60.0 4.2 1.80
426
56
370
124.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.6715.0012.40
FRG 617R5.43
6.17
6.69
7.75
FRG 717R5.82
6.23
6.74
7.84
FRG 817R6.14
6.26
6.80
7.94
9.5613.4211.10
FRG 617R5.35
6.05
6.49
7.47
FRG 717R5.70
6.11
6.54
7.55
FRG 817R6.04
6.15
6.60
7.63
8.2811.61
9.61
FRG 617R5.12
5.90
6.24
7.13
FRG 717R5.46
5.95
6.29
7.20
FRG 817R5.78
5.99
6.34
7.26
7.6110.65
8.83
FRG 617R4.99
5.80
6.10
6.94
FRG 717R5.32
5.85
6.15
7.01
FRG 817R5.63
5.90
6.21
7.07
6.569.167.60
FRG 617R4.74
5.51
5.82
6.63
FRG 717R5.06
5.68
5.91
6.69
FRG 817R5.36
5.73
5.96
6.74
11.9316.7913.87
FRG 617R5.43
6.74
7.29
8.46
FRG 717R5.82
6.80
7.38
8.57
FRG 817R6.14
6.88
7.46
8.67
10.5514.8312.26
FRG 617R5.43
6.57
7.03
8.07
FRG 717R5.82
6.64
7.09
8.17
FRG 817R6.14
6.71
7.17
8.27
9.0012.6310.45
FRG 617R5.27
6.36
6.71
7.63
FRG 717R5.62
6.42
6.76
7.73
FRG 817R5.95
6.48
6.82
7.80
11.2615.8413.09
FRG 617R5.43
6.36
6.88
7.98
FRG 717R5.82
6.42
6.96
8.07
FRG 817R6.14
6.48
7.01
8.17
10.0314.0911.65
FRG 617R5.43
6.23
6.67
7.67
FRG 717R5.79
6.28
6.73
7.75
FRG 817R6.13
6.33
6.78
7.84
8.6312.1010.01
FRG 617R5.19
6.05
6.40
7.28
FRG 717R5.54
6.11
6.45
7.36
FRG 817R5.86
6.15
6.49
7.45
0.47
0.64
0.72 2.55
3.41
0.54
0.69
0.74 2.63
3.48
0.61
0.70
0.76 2.68
3.56
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
21201 15.94 8.06 2.48 16.93 3482 2449 2861 1.15
3943 6 2294 3686 10.86 60.0 4.2 1.80
7 2609 4244 11.65 60.0 4.2 1.80
8 2923 4787 12.28 60.0 4.2 1.80
451
92
359
126.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 14 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.116.156.67
FRG 2111.62
3.68
4.12
4.97
FRG 3112.01
4.54
5.07
6.12
FRG 4112.30
5.21
5.83
6.78
FRG 5112.33
5.46
5.92
6.86
6.405.546.00
FRG 2111.62
3.45
3.80
4.56
FRG 3112.01
4.25
4.69
5.62
FRG 4112.30
4.89
5.38
6.45
FRG 5112.33
5.36
5.74
6.62
5.584.845.24
FRG 2111.62
3.18
3.44
4.09
FRG 3112.01
3.91
4.24
5.04
FRG 4112.30
4.50
4.87
5.79
FRG 5112.33
4.96
5.37
6.32
5.154.474.84
FRG 2111.62
3.02
3.25
3.85
FRG 3112.01
3.73
4.00
4.74
FRG 4112.30
4.28
4.59
5.44
FRG 5112.33
4.72
5.06
6.00
4.473.894.20
FRG 2111.62
2.78
2.94
3.46
FRG 3112.01
3.42
3.62
4.27
FRG 4112.30
3.93
4.16
4.90
FRG 5112.33
4.33
4.59
5.40
7.916.847.41
FRG 2111.62
3.89
4.33
5.22
FRG 3112.01
4.79
5.34
6.43
FRG 4112.30
5.50
6.14
7.36
FRG 5112.33
5.93
6.42
7.45
7.036.086.59
FRG 2111.62
3.62
3.97
4.75
FRG 3112.01
4.46
4.89
5.85
FRG 4112.30
5.12
5.62
6.72
FRG 5112.33
5.65
6.19
7.13
6.045.245.67
FRG 2111.62
3.31
3.56
4.22
FRG 3112.01
4.07
4.39
5.21
FRG 4112.30
4.68
5.04
5.98
FRG 5112.33
5.16
5.55
6.59
7.496.487.02
FRG 2111.62
3.78
4.22
5.09
FRG 3112.01
4.66
5.20
6.27
FRG 4112.30
5.35
5.98
6.98
FRG 5112.33
5.61
6.07
7.05
6.705.806.28
FRG 2111.62
3.53
3.88
4.65
FRG 3112.01
4.35
4.79
5.73
FRG 4112.30
5.00
5.50
6.58
FRG 5112.33
5.50
5.90
6.78
5.805.035.45
FRG 2111.62
3.24
3.50
4.16
FRG 3112.01
3.99
4.31
5.12
FRG 4112.30
4.58
4.95
5.88
FRG 5112.33
5.05
5.46
6.47
0.08
0.25
0.31 1.13
1.65
0.12
0.38
0.47 1.72
2.56
0.16
0.50
0.63 2.29
3.44
0.16
0.60
0.72 2.62
3.68
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
22752 19.88 6.12 6.50 20.25 2164 2528 2359 1.13
5576 2 1144 1477 3.19 60.0 4.2 1.80
3 1744 2242 2.77 60.0 4.2 1.80
4 2186 2958 3.03 60.0 4.2 1.80
5 2357 3594 4.18 60.0 4.2 1.80
468
28
439
152.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 12 + 14 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.409.568.76
FRG 2112.38
4.72
5.27
6.36
FRG 3112.85
5.80
6.49
7.51
FRG 4113.25
6.07
6.59
7.65
FRG 5113.29
6.14
6.67
7.75
8.478.617.89
FRG 2112.38
4.37
4.88
5.85
FRG 3112.85
5.45
6.01
7.20
FRG 4113.25
5.98
6.41
7.38
FRG 5113.29
6.03
6.48
7.48
7.387.516.88
FRG 2112.38
4.08
4.42
5.26
FRG 3112.85
5.02
5.44
6.47
FRG 4113.25
5.75
6.18
7.05
FRG 5113.29
5.88
6.24
7.15
6.816.926.35
FRG 2112.38
3.89
4.18
4.95
FRG 3112.85
4.78
5.14
6.09
FRG 4113.25
5.48
5.89
6.88
FRG 5113.29
5.79
6.10
6.96
5.916.005.51
FRG 2112.38
3.57
3.79
4.46
FRG 3112.85
4.40
4.66
5.49
FRG 4113.25
5.04
5.34
6.30
FRG 5113.29
5.51
5.83
6.66
10.4510.62
9.73
FRG 2112.38
4.97
5.55
6.68
FRG 3112.85
6.12
6.82
8.15
FRG 4113.25
6.61
7.15
8.30
FRG 5113.29
6.67
7.25
8.42
9.309.458.66
FRG 2112.38
4.64
5.09
6.09
FRG 3112.85
5.71
6.26
7.49
FRG 4113.25
6.46
6.90
7.94
FRG 5113.29
6.51
6.98
8.05
8.008.137.45
FRG 2112.38
4.24
4.57
5.43
FRG 3112.85
5.22
5.63
6.68
FRG 4113.25
5.98
6.45
7.53
FRG 5113.29
6.32
6.67
7.63
9.9010.06
9.21
FRG 2112.38
4.84
5.41
6.52
FRG 3112.85
5.95
6.65
7.74
FRG 4113.25
6.25
6.78
7.86
FRG 5113.29
6.32
6.86
7.98
8.869.018.26
FRG 2112.38
4.53
4.98
5.97
FRG 3112.85
5.57
6.13
7.34
FRG 4113.25
6.13
6.57
7.57
FRG 5113.29
6.20
6.65
7.67
7.687.807.16
FRG 2112.38
4.16
4.50
5.34
FRG 3112.85
5.11
5.53
6.57
FRG 4113.25
5.86
6.32
7.22
FRG 5113.29
6.03
6.38
7.30
0.10
0.25
0.31 1.12
1.64
0.15
0.38
0.47 1.70
2.44
0.19
0.48
0.55 1.97
2.75
0.20
0.56
0.63 2.20
2.96
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20194 18.43 7.57 6.22 19.83 2092 2056 1908 1.13
3999 2 1095 1466 4.74 60.0 4.2 1.80
3 1670 2218 4.11 60.0 4.2 1.80
4 2094 2914 4.49 60.0 4.2 1.80
5 2257 3526 6.21 60.0 4.2 1.80
490
48
442
159.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 14 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.146.667.87
FRG 3132.71
4.50
5.03
6.06
FRG 4132.83
5.15
5.76
6.82
FRG 5132.96
5.49
5.96
6.91
FRG 6132.90
5.53
5.99
6.98
6.436.007.08
FRG 3132.71
4.22
4.64
5.57
FRG 4132.83
4.83
5.32
6.38
FRG 5132.96
5.36
5.78
6.67
FRG 6132.90
5.43
5.83
6.73
5.605.236.17
FRG 3132.71
3.88
4.20
4.99
FRG 4132.83
4.44
4.81
5.72
FRG 5132.96
4.93
5.34
6.35
FRG 6132.90
5.14
5.61
6.42
5.174.835.68
FRG 3132.69
3.69
3.96
4.70
FRG 4132.83
4.23
4.54
5.38
FRG 5132.96
4.69
5.04
5.97
FRG 6132.90
4.97
5.33
6.26
4.494.204.93
FRG 3132.61
3.39
3.59
4.23
FRG 4132.83
3.89
4.11
4.85
FRG 5132.96
4.31
4.56
5.37
FRG 6132.90
4.63
4.90
5.78
7.957.418.76
FRG 3132.71
4.75
5.29
6.37
FRG 4132.83
5.44
6.07
7.30
FRG 5132.96
5.98
6.46
7.50
FRG 6132.90
6.01
6.51
7.57
7.066.597.78
FRG 3132.71
4.42
4.85
5.80
FRG 4132.83
5.07
5.56
6.64
FRG 5132.96
5.62
6.16
7.17
FRG 6132.90
5.88
6.28
7.25
6.075.676.68
FRG 3132.71
4.04
4.35
5.16
FRG 4132.83
4.63
4.98
5.91
FRG 5132.96
5.13
5.52
6.55
FRG 6132.90
5.33
5.92
6.86
7.527.018.29
FRG 3132.71
4.62
5.16
6.22
FRG 4132.83
5.29
5.91
7.01
FRG 5132.96
5.65
6.13
7.11
FRG 6132.90
5.69
6.17
7.17
6.736.287.41
FRG 3132.71
4.31
4.74
5.68
FRG 4132.83
4.94
5.44
6.51
FRG 5132.96
5.48
5.94
6.83
FRG 6132.90
5.59
5.98
6.90
5.835.446.41
FRG 3132.71
3.95
4.27
5.07
FRG 4132.83
4.53
4.89
5.82
FRG 5132.96
5.02
5.43
6.45
FRG 6132.90
5.23
5.74
6.57
0.21
0.37
0.46 1.69
2.50
0.24
0.49
0.61 2.24
3.37
0.27
0.59
0.71 2.60
3.72
0.26
0.66
0.78 2.82
4.03
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
23637 19.66 6.34 4.90 19.58 2357 2539 2815 1.13
5589 3 1682 2201 3.30 60.0 4.2 1.80
4 2080 2891 3.63 60.0 4.2 1.80
5 2420 3554 4.20 60.0 4.2 1.80
6 2472 4107 5.70 60.0 4.2 1.80
468
33
435
150.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 14 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.3210.31
9.64
FRG 3133.63
5.75
6.42
7.55
FRG 4133.99
6.11
6.62
7.67
FRG 5134.18
6.17
6.70
7.78
FRG 6134.10
6.23
6.75
7.86
8.409.298.68
FRG 3133.57
5.39
5.95
7.13
FRG 4133.96
6.01
6.44
7.42
FRG 5134.18
6.07
6.51
7.51
FRG 6134.10
6.11
6.57
7.59
7.328.097.57
FRG 3133.47
4.97
5.39
6.41
FRG 4133.86
5.69
6.16
7.09
FRG 5134.17
5.92
6.27
7.19
FRG 6134.10
5.96
6.32
7.25
6.767.466.98
FRG 3133.42
4.74
5.09
6.03
FRG 4133.80
5.42
5.82
6.90
FRG 5134.10
5.82
6.13
6.99
FRG 6134.10
5.87
6.19
7.05
5.866.466.05
FRG 3133.31
4.36
4.61
5.44
FRG 4133.68
4.98
5.28
6.22
FRG 5133.97
5.51
5.84
6.69
FRG 6134.02
5.71
5.95
6.74
10.3611.4710.71
FRG 3133.70
6.06
6.76
8.15
FRG 4133.99
6.64
7.19
8.32
FRG 5134.18
6.72
7.28
8.46
FRG 6134.10
6.77
7.34
8.55
9.2210.20
9.53
FRG 3133.63
5.65
6.20
7.42
FRG 4133.99
6.47
6.94
7.98
FRG 5134.18
6.55
7.01
8.09
FRG 6134.10
6.61
7.09
8.19
7.938.778.20
FRG 3133.53
5.17
5.57
6.62
FRG 4133.93
5.91
6.38
7.57
FRG 5134.18
6.36
6.71
7.67
FRG 6134.10
6.40
6.76
7.75
9.8110.8610.15
FRG 3133.66
5.90
6.59
7.77
FRG 4133.99
6.28
6.80
7.90
FRG 5134.18
6.36
6.90
8.01
FRG 6134.10
6.40
6.96
8.10
8.799.729.09
FRG 3133.60
5.52
6.07
7.27
FRG 4133.99
6.17
6.61
7.59
FRG 5134.18
6.23
6.69
7.71
FRG 6134.10
6.28
6.74
7.78
7.618.417.87
FRG 3133.50
5.07
5.48
6.51
FRG 4133.90
5.80
6.27
7.25
FRG 5134.18
6.07
6.42
7.34
FRG 6134.10
6.11
6.48
7.42
0.20
0.37
0.46 1.67
2.44
0.25
0.47
0.55 1.95
2.78
0.29
0.56
0.63 2.21
2.99
0.29
0.60
0.65 2.30
3.05
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20810 18.19 7.81 4.67 19.21 2265 2039 2110 1.13
3996 3 1600 2176 5.15 60.0 4.2 1.80
4 1979 2848 5.67 60.0 4.2 1.80
5 2302 3485 6.56 60.0 4.2 1.80
6 2352 4009 8.20 60.0 4.2 1.80
490
56
434
155.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 14 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.8810.79
9.87
FRG 514R3.19
5.59
6.24
7.21
FRG 614R3.32
5.80
6.29
7.30
FRG 714R3.53
5.85
6.34
7.36
FRG 814R3.40
5.88
6.38
7.41
7.099.698.88
FRG 514R3.19
5.24
5.77
6.92
FRG 614R3.32
5.71
6.12
7.04
FRG 714R3.53
5.74
6.17
7.11
FRG 814R3.40
5.76
6.19
7.15
6.188.437.72
FRG 514R3.19
4.82
5.22
6.21
FRG 614R3.32
5.30
5.74
6.73
FRG 714R3.53
5.61
5.94
6.78
FRG 814R3.40
5.63
5.96
6.82
5.707.767.11
FRG 514R3.19
4.59
4.93
5.84
FRG 614R3.32
5.05
5.42
6.42
FRG 714R3.53
5.41
5.80
6.61
FRG 814R3.40
5.54
5.83
6.65
4.946.716.15
FRG 514R3.19
4.22
4.46
5.26
FRG 614R3.32
4.63
4.91
5.78
FRG 714R3.53
4.97
5.26
6.20
FRG 814R3.40
5.21
5.51
6.36
8.7612.0211.00
FRG 514R3.19
5.90
6.57
7.82
FRG 614R3.32
6.32
6.83
7.92
FRG 714R3.53
6.36
6.90
8.00
FRG 814R3.40
6.40
6.93
8.05
7.7910.67
9.76
FRG 514R3.19
5.49
6.02
7.20
FRG 614R3.32
6.03
6.59
7.57
FRG 714R3.53
6.22
6.65
7.65
FRG 814R3.40
6.24
6.69
7.71
6.699.148.37
FRG 514R3.19
5.02
5.40
6.41
FRG 614R3.32
5.51
5.94
7.05
FRG 714R3.53
5.91
6.35
7.25
FRG 814R3.40
6.05
6.38
7.30
8.2911.3710.41
FRG 514R3.19
5.73
6.41
7.42
FRG 614R3.32
5.98
6.48
7.50
FRG 714R3.53
6.01
6.52
7.57
FRG 814R3.40
6.05
6.55
7.63
7.4210.16
9.30
FRG 514R3.19
5.36
5.89
7.06
FRG 614R3.32
5.86
6.27
7.22
FRG 714R3.53
5.90
6.32
7.28
FRG 814R3.40
5.94
6.36
7.32
6.428.778.03
FRG 514R3.19
4.92
5.31
6.31
FRG 614R3.32
5.40
5.83
6.88
FRG 714R3.53
5.74
6.07
6.94
FRG 814R3.40
5.76
6.10
6.98
0.33
0.61
0.76 2.79
4.10
0.35
0.72
0.86 3.15
4.39
0.40
0.81
0.94 3.43
4.75
0.37
0.88
0.99 3.56
5.07
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30405 18.86 7.14 4.30 18.94 4137 2973 3772 1.13
6389 5 2625 3584 4.32 60.0 4.2 1.80
6 3205 4328 3.37 60.0 4.2 1.80
7 3580 4981 3.78 60.0 4.2 1.80
8 3545 5464 6.12 60.0 4.2 1.80
473
47
426
148.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 14 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.1716.1611.43
FRG 514R4.42
6.39
6.92
8.01
FRG 614R4.59
6.46
6.99
8.12
FRG 714R4.89
6.49
7.05
8.21
FRG 814R4.70
6.53
7.09
8.26
9.1714.5410.29
FRG 514R4.42
6.28
6.73
7.75
FRG 614R4.59
6.34
6.80
7.84
FRG 714R4.89
6.38
6.86
7.94
FRG 814R4.70
6.42
6.90
7.98
7.9912.64
8.97
FRG 514R4.35
6.06
6.49
7.40
FRG 614R4.59
6.19
6.55
7.50
FRG 714R4.89
6.23
6.61
7.57
FRG 814R4.70
6.26
6.64
7.62
7.3711.64
8.27
FRG 514R4.27
5.77
6.21
7.23
FRG 614R4.59
6.09
6.41
7.30
FRG 714R4.89
6.13
6.46
7.38
FRG 814R4.70
6.17
6.49
7.42
6.4010.06
7.16
FRG 514R4.13
5.31
5.63
6.64
FRG 614R4.56
5.83
6.17
6.99
FRG 714R4.82
5.96
6.21
7.05
FRG 814R4.70
5.98
6.24
7.09
11.3017.9812.70
FRG 514R4.42
6.94
7.51
8.69
FRG 614R4.59
7.01
7.61
8.82
FRG 714R4.89
7.09
7.69
8.94
FRG 814R4.70
7.13
7.73
9.01
10.0615.9811.30
FRG 514R4.42
6.77
7.25
8.33
FRG 614R4.59
6.86
7.34
8.46
FRG 714R4.89
6.92
7.41
8.55
FRG 814R4.70
6.96
7.46
8.61
8.6613.71
9.72
FRG 514R4.42
6.30
6.79
7.90
FRG 614R4.59
6.64
7.01
8.01
FRG 714R4.89
6.69
7.07
8.09
FRG 814R4.70
6.73
7.11
8.15
10.7017.0212.03
FRG 514R4.42
6.57
7.11
8.25
FRG 614R4.59
6.64
7.21
8.36
FRG 714R4.89
6.69
7.26
8.46
FRG 814R4.70
6.73
7.30
8.51
9.5915.2210.77
FRG 514R4.42
6.45
6.90
7.94
FRG 614R4.59
6.51
6.98
8.04
FRG 714R4.89
6.56
7.04
8.13
FRG 814R4.70
6.59
7.08
8.19
8.3113.16
9.33
FRG 514R4.39
6.17
6.63
7.57
FRG 614R4.59
6.34
6.71
7.67
FRG 714R4.89
6.38
6.76
7.75
FRG 814R4.70
6.42
6.80
7.79
0.34
0.57
0.67 2.37
3.30
0.42
0.68
0.76 2.69
3.55
0.47
0.71
0.77 2.73
3.63
0.44
0.72
0.78 2.76
3.68
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
26506 17.41 8.59 4.06 18.64 3943 2442 2756 1.13
4626 5 2480 3524 8.00 60.0 4.2 1.80
6 3028 4241 6.24 60.0 4.2 1.80
7 3382 4864 6.99 60.0 4.2 1.80
8 3349 5310 9.40 60.0 4.2 1.80
498
77
421
152.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 14 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.8810.9711.51
FRG 617R3.76
5.81
6.29
7.28
FRG 717R4.03
5.85
6.34
7.36
FRG 817R4.25
5.89
6.39
7.42
7.999.85
10.33
FRG 617R3.76
5.65
6.11
7.03
FRG 717R4.03
5.74
6.17
7.09
FRG 817R4.25
5.78
6.21
7.16
6.958.568.98
FRG 617R3.76
5.20
5.63
6.69
FRG 717R4.03
5.59
5.94
6.78
FRG 817R4.25
5.65
5.98
6.84
6.417.888.26
FRG 617R3.76
4.95
5.31
6.30
FRG 717R4.03
5.32
5.71
6.61
FRG 817R4.25
5.55
5.84
6.67
5.556.827.14
FRG 617R3.76
4.55
4.81
5.67
FRG 717R4.03
4.89
5.18
6.10
FRG 817R4.25
5.21
5.51
6.36
9.8912.2212.83
FRG 617R3.76
6.32
6.83
7.90
FRG 717R4.03
6.36
6.89
8.00
FRG 817R4.25
6.42
6.95
8.07
8.7810.8411.38
FRG 617R3.76
5.92
6.49
7.57
FRG 717R4.03
6.23
6.65
7.65
FRG 817R4.25
6.26
6.71
7.73
7.549.299.74
FRG 617R3.76
5.41
5.82
6.91
FRG 717R4.03
5.82
6.26
7.25
FRG 817R4.25
6.06
6.40
7.30
9.3611.5612.13
FRG 617R3.76
5.98
6.48
7.50
FRG 717R4.03
6.02
6.52
7.57
FRG 817R4.25
6.06
6.57
7.64
8.3710.3210.83
FRG 617R3.76
5.78
6.27
7.21
FRG 717R4.03
5.90
6.32
7.28
FRG 817R4.25
5.95
6.37
7.34
7.238.919.35
FRG 617R3.76
5.30
5.72
6.80
FRG 717R4.03
5.70
6.07
6.94
FRG 817R4.25
5.78
6.11
6.99
0.46
0.70
0.84 3.04
4.36
0.52
0.79
0.92 3.32
4.71
0.58
0.88
0.99 3.56
5.07
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30684 18.73 7.27 3.05 18.42 4208 3375 4423 1.13
6329 6 2824 4165 5.20 60.0 4.2 1.80
7 3213 4819 5.10 60.0 4.2 1.80
8 3600 5464 5.02 60.0 4.2 1.80
473
56
417
144.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 14 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.9616.3212.73
FRG 617R5.21
6.46
6.99
8.11
FRG 717R5.58
6.49
7.05
8.19
FRG 817R5.89
6.55
7.11
8.28
9.8714.6811.46
FRG 617R5.21
6.34
6.80
7.83
FRG 717R5.58
6.38
6.86
7.92
FRG 817R5.89
6.44
6.92
8.00
8.6012.77
9.98
FRG 617R5.09
6.19
6.55
7.48
FRG 717R5.43
6.23
6.60
7.55
FRG 817R5.75
6.27
6.65
7.63
7.9311.75
9.20
FRG 617R4.97
6.09
6.40
7.29
FRG 717R5.31
6.13
6.46
7.36
FRG 817R5.62
6.18
6.51
7.44
6.8810.16
7.96
FRG 617R4.76
5.71
6.05
6.98
FRG 717R5.08
5.96
6.21
7.03
FRG 817R5.38
5.99
6.25
7.10
12.1718.1514.15
FRG 617R5.21
7.01
7.60
8.82
FRG 717R5.58
7.09
7.69
8.93
FRG 817R5.89
7.15
7.76
9.03
10.8416.1412.59
FRG 617R5.21
6.86
7.34
8.44
FRG 717R5.58
6.92
7.40
8.53
FRG 817R5.89
6.98
7.48
8.65
9.3213.8510.81
FRG 617R5.21
6.64
7.01
8.00
FRG 717R5.56
6.69
7.07
8.09
FRG 817R5.89
6.74
7.13
8.17
11.5317.1913.40
FRG 617R5.21
6.64
7.19
8.34
FRG 717R5.58
6.69
7.26
8.44
FRG 817R5.89
6.74
7.33
8.54
10.3315.3711.99
FRG 617R5.21
6.51
6.98
8.03
FRG 717R5.58
6.56
7.03
8.11
FRG 817R5.89
6.61
7.10
8.21
8.9513.2810.38
FRG 617R5.15
6.34
6.71
7.65
FRG 717R5.49
6.38
6.76
7.73
FRG 817R5.82
6.44
6.82
7.80
0.46
0.65
0.73 2.58
3.54
0.51
0.71
0.77 2.73
3.61
0.58
0.72
0.78 2.77
3.69
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
26607 17.31 8.69 2.86 18.31 3982 2638 3082 1.13
4593 6 2650 4079 10.42 60.0 4.2 1.80
7 3015 4701 11.17 60.0 4.2 1.80
8 3377 5310 11.77 60.0 4.2 1.80
498
92
406
146.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 16 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.437.068.19
FRG 3132.62
4.58
5.12
6.18
FRG 4132.73
5.26
5.88
7.09
FRG 5132.86
5.71
6.19
7.17
FRG 6132.81
5.74
6.23
7.25
6.726.397.40
FRG 3132.62
4.31
4.76
5.70
FRG 4132.73
4.94
5.45
6.54
FRG 5132.86
5.48
6.02
6.94
FRG 6132.81
5.65
6.07
7.00
5.895.606.48
FRG 3132.62
3.98
4.32
5.14
FRG 4132.73
4.56
4.95
5.89
FRG 5132.86
5.06
5.49
6.54
FRG 6132.81
5.45
5.84
6.71
5.455.196.00
FRG 3132.62
3.79
4.08
4.84
FRG 4132.73
4.35
4.68
5.55
FRG 5132.86
4.83
5.19
6.16
FRG 6132.81
5.09
5.59
6.53
4.764.535.22
FRG 3132.56
3.49
3.70
4.37
FRG 4132.73
4.00
4.25
5.01
FRG 5132.86
4.44
4.71
5.56
FRG 6132.81
4.78
5.07
5.99
8.227.819.06
FRG 3132.62
4.83
5.39
6.50
FRG 4132.73
5.53
6.18
7.45
FRG 5132.86
6.14
6.69
7.76
FRG 6132.81
6.23
6.74
7.84
7.356.988.10
FRG 3132.62
4.51
4.96
5.93
FRG 4132.73
5.17
5.68
6.80
FRG 5132.86
5.74
6.31
7.46
FRG 6132.81
6.09
6.51
7.52
6.366.057.00
FRG 3132.62
4.13
4.46
5.30
FRG 4132.73
4.74
5.12
6.08
FRG 5132.86
5.26
5.68
6.74
FRG 6132.81
5.66
6.11
7.14
7.807.418.60
FRG 3132.62
4.70
5.25
6.34
FRG 4132.73
5.39
6.03
7.27
FRG 5132.86
5.86
6.36
7.38
FRG 6132.81
5.90
6.40
7.45
7.026.677.73
FRG 3132.62
4.40
4.85
5.81
FRG 4132.73
5.05
5.57
6.67
FRG 5132.86
5.60
6.17
7.11
FRG 6132.81
5.79
6.22
7.17
6.125.826.73
FRG 3132.62
4.05
4.39
5.22
FRG 4132.73
4.65
5.03
5.98
FRG 5132.86
5.15
5.58
6.64
FRG 6132.81
5.55
5.98
6.84
0.19
0.37
0.47 1.69
2.50
0.21
0.49
0.62 2.24
3.42
0.24
0.60
0.72 2.63
3.87
0.23
0.68
0.79 2.87
4.16
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
28744 21.30 6.70 5.50 21.35 2620 2768 3069 1.10
6435 3 1888 2397 3.07 60.0 4.2 1.80
4 2334 3153 3.38 60.0 4.2 1.80
5 2716 3881 3.91 60.0 4.2 1.80
6 2774 4500 5.30 60.0 4.2 1.80
515
33
482
170.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 12 + 16 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.7010.9510.02
FRG 3133.52
5.86
6.55
7.86
FRG 4133.84
6.36
6.88
7.98
FRG 5134.02
6.42
6.96
8.09
FRG 6133.95
6.47
7.01
8.19
8.789.919.07
FRG 3133.47
5.52
6.10
7.32
FRG 4133.84
6.24
6.71
7.73
FRG 5134.02
6.30
6.78
7.84
FRG 6133.95
6.36
6.84
7.92
7.708.687.95
FRG 3133.39
5.10
5.54
6.60
FRG 4133.78
5.84
6.34
7.40
FRG 5134.02
6.16
6.53
7.50
FRG 6133.95
6.21
6.59
7.57
7.128.027.35
FRG 3133.35
4.87
5.24
6.22
FRG 4133.72
5.57
6.00
7.12
FRG 5134.02
6.07
6.40
7.30
FRG 6133.95
6.11
6.46
7.38
6.206.986.41
FRG 3133.26
4.49
4.77
5.62
FRG 4133.62
5.14
5.45
6.44
FRG 5133.91
5.69
6.04
6.99
FRG 6133.95
5.94
6.21
7.05
10.7212.1111.08
FRG 3133.58
6.17
6.89
8.31
FRG 4133.84
6.88
7.46
8.65
FRG 5134.02
6.96
7.54
8.78
FRG 6133.95
7.01
7.61
8.88
9.6010.84
9.92
FRG 3133.52
5.77
6.35
7.60
FRG 4133.84
6.61
7.21
8.28
FRG 5134.02
6.80
7.28
8.42
FRG 6133.95
6.86
7.36
8.51
8.319.388.59
FRG 3133.44
5.30
5.73
6.81
FRG 4133.83
6.06
6.56
7.79
FRG 5134.02
6.59
6.98
8.00
FRG 6133.95
6.65
7.03
8.07
10.1811.5010.52
FRG 3133.55
6.01
6.72
8.07
FRG 4133.84
6.53
7.07
8.21
FRG 5134.02
6.59
7.15
8.32
FRG 6133.95
6.65
7.23
8.42
9.1710.35
9.47
FRG 3133.50
5.64
6.22
7.46
FRG 4133.84
6.41
6.88
7.92
FRG 5134.02
6.48
6.96
8.03
FRG 6133.95
6.52
7.01
8.11
7.999.018.26
FRG 3133.42
5.20
5.63
6.70
FRG 4133.80
5.95
6.45
7.55
FRG 5134.02
6.30
6.69
7.66
FRG 6133.95
6.36
6.74
7.74
0.18
0.37
0.46 1.68
2.45
0.23
0.47
0.57 2.03
2.80
0.26
0.56
0.63 2.23
3.09
0.27
0.61
0.67 2.36
3.15
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
25402 19.73 8.27 5.25 20.93 2523 2221 2299 1.10
4608 3 1801 2373 4.65 60.0 4.2 1.80
4 2227 3109 5.13 60.0 4.2 1.80
5 2591 3812 5.92 60.0 4.2 1.80
6 2647 4401 7.89 60.0 4.2 1.80
537
56
481
175.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 16 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.1911.5210.26
FRG 514R3.09
5.70
6.37
7.51
FRG 614R3.21
6.03
6.54
7.59
FRG 714R3.42
6.08
6.59
7.66
FRG 814R3.29
6.11
6.63
7.71
7.4110.40
9.27
FRG 514R3.09
5.36
5.92
7.10
FRG 614R3.21
5.89
6.38
7.34
FRG 714R3.42
5.98
6.42
7.42
FRG 814R3.29
6.00
6.46
7.46
6.499.098.11
FRG 514R3.09
4.95
5.37
6.40
FRG 614R3.21
5.43
5.90
7.03
FRG 714R3.42
5.83
6.19
7.09
FRG 814R3.29
5.86
6.23
7.13
6.018.397.49
FRG 514R3.09
4.72
5.08
6.03
FRG 614R3.21
5.18
5.58
6.62
FRG 714R3.42
5.57
5.99
6.92
FRG 814R3.29
5.77
6.09
6.95
5.247.296.52
FRG 514R3.09
4.35
4.61
5.44
FRG 614R3.21
4.77
5.07
5.98
FRG 714R3.42
5.12
5.44
6.42
FRG 814R3.29
5.38
5.71
6.65
9.0612.7711.37
FRG 514R3.09
6.00
6.70
8.08
FRG 614R3.21
6.54
7.09
8.23
FRG 714R3.42
6.59
7.15
8.30
FRG 814R3.29
6.63
7.19
8.36
8.1011.4010.16
FRG 514R3.09
5.61
6.16
7.38
FRG 614R3.21
6.16
6.77
7.88
FRG 714R3.42
6.44
6.90
7.96
FRG 814R3.29
6.48
6.94
8.01
7.019.838.77
FRG 514R3.09
5.14
5.55
6.60
FRG 614R3.21
5.65
6.10
7.25
FRG 714R3.42
6.06
6.55
7.55
FRG 814R3.29
6.28
6.65
7.60
8.6012.1110.79
FRG 514R3.09
5.84
6.53
7.71
FRG 614R3.21
6.21
6.73
7.80
FRG 714R3.42
6.24
6.78
7.88
FRG 814R3.29
6.28
6.82
7.93
7.7410.88
9.69
FRG 514R3.09
5.48
6.04
7.23
FRG 614R3.21
6.02
6.53
7.51
FRG 714R3.42
6.13
6.58
7.59
FRG 814R3.29
6.17
6.61
7.64
6.749.458.43
FRG 514R3.09
5.04
5.46
6.49
FRG 614R3.21
5.54
6.00
7.13
FRG 714R3.42
5.94
6.33
7.25
FRG 814R3.29
6.00
6.36
7.28
0.29
0.61
0.76 2.79
4.22
0.31
0.73
0.88 3.19
4.54
0.35
0.82
0.96 3.48
4.89
0.33
0.89
1.00 3.60
5.22
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
37220 20.43 7.57 4.86 20.64 4637 3240 4110 1.10
7380 5 2966 3911 3.95 60.0 4.2 1.80
6 3621 4720 3.08 60.0 4.2 1.80
7 4045 5439 3.45 60.0 4.2 1.80
8 4005 5987 5.59 60.0 4.2 1.80
520
47
473
168.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 12 + 16 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.5717.3111.87
FRG 514R4.25
6.65
7.21
8.34
FRG 614R4.42
6.71
7.28
8.46
FRG 714R4.71
6.76
7.34
8.55
FRG 814R4.52
6.80
7.38
8.61
9.5715.6410.74
FRG 514R4.25
6.53
7.01
8.09
FRG 614R4.42
6.60
7.09
8.19
FRG 714R4.71
6.65
7.15
8.28
FRG 814R4.52
6.69
7.20
8.34
8.3913.68
9.41
FRG 514R4.25
6.22
6.76
7.75
FRG 614R4.42
6.44
6.84
7.84
FRG 714R4.71
6.49
6.90
7.92
FRG 814R4.52
6.52
6.94
7.97
7.7612.63
8.70
FRG 514R4.20
5.94
6.40
7.55
FRG 614R4.42
6.35
6.70
7.64
FRG 714R4.71
6.40
6.74
7.71
FRG 814R4.52
6.43
6.78
7.76
6.7610.97
7.58
FRG 514R4.08
5.48
5.82
6.87
FRG 614R4.42
6.01
6.38
7.31
FRG 714R4.71
6.23
6.49
7.38
FRG 814R4.52
6.24
6.53
7.42
11.6719.1613.12
FRG 514R4.25
7.21
7.80
9.03
FRG 614R4.42
7.27
7.90
9.17
FRG 714R4.71
7.34
7.98
9.28
FRG 814R4.52
7.38
8.02
9.36
10.4617.1311.74
FRG 514R4.25
7.03
7.53
8.67
FRG 614R4.42
7.11
7.63
8.80
FRG 714R4.71
7.17
7.71
8.90
FRG 814R4.52
7.22
7.75
8.98
9.0614.7910.16
FRG 514R4.25
6.46
6.99
8.25
FRG 614R4.42
6.90
7.30
8.36
FRG 714R4.71
6.96
7.36
8.44
FRG 814R4.52
6.99
7.42
8.50
11.0918.1912.46
FRG 514R4.25
6.84
7.40
8.57
FRG 614R4.42
6.90
7.48
8.69
FRG 714R4.71
6.96
7.55
8.79
FRG 814R4.52
6.99
7.59
8.86
9.9916.3511.22
FRG 514R4.25
6.71
7.19
8.28
FRG 614R4.42
6.77
7.26
8.39
FRG 714R4.71
6.82
7.34
8.48
FRG 814R4.52
6.86
7.38
8.53
8.7114.21
9.77
FRG 514R4.25
6.34
6.87
7.91
FRG 614R4.42
6.60
6.99
8.00
FRG 714R4.71
6.65
7.05
8.09
FRG 814R4.52
6.69
7.09
8.15
0.31
0.59
0.69 2.44
3.44
0.37
0.68
0.77 2.72
3.68
0.42
0.73
0.80 2.82
3.76
0.39
0.74
0.81 2.86
3.80
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
32560 18.87 9.13 4.60 20.28 4429 2656 2998 1.10
5348 5 2810 3851 6.73 60.0 4.2 1.80
6 3431 4634 5.25 60.0 4.2 1.80
7 3832 5322 5.88 60.0 4.2 1.80
8 3795 5834 9.05 60.0 4.2 1.80
545
77
468
172.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 16 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.1911.8111.90
FRG 617R3.64
6.05
6.55
7.59
FRG 717R3.90
6.09
6.60
7.66
FRG 817R4.11
6.13
6.65
7.73
8.3010.6610.74
FRG 617R3.64
5.78
6.38
7.34
FRG 717R3.90
5.99
6.43
7.42
FRG 817R4.11
6.02
6.48
7.48
7.279.319.38
FRG 617R3.64
5.34
5.80
6.90
FRG 717R3.90
5.75
6.21
7.09
FRG 817R4.11
5.88
6.24
7.15
6.728.608.66
FRG 617R3.64
5.09
5.48
6.50
FRG 717R3.90
5.48
5.90
6.92
FRG 817R4.11
5.80
6.11
6.98
5.857.477.52
FRG 617R3.64
4.69
4.98
5.87
FRG 717R3.90
5.05
5.36
6.32
FRG 817R4.11
5.38
5.71
6.67
10.1713.0913.18
FRG 617R3.64
6.48
7.09
8.23
FRG 717R3.90
6.60
7.15
8.30
FRG 817R4.11
6.65
7.21
8.38
9.0911.6811.77
FRG 617R3.64
6.05
6.65
7.88
FRG 717R3.90
6.46
6.92
7.96
FRG 817R4.11
6.49
6.97
8.03
7.8510.0710.15
FRG 617R3.64
5.55
5.99
7.12
FRG 717R3.90
5.97
6.45
7.55
FRG 817R4.11
6.30
6.67
7.63
9.6512.4112.51
FRG 617R3.64
6.23
6.74
7.80
FRG 717R3.90
6.26
6.78
7.88
FRG 817R4.11
6.30
6.84
7.96
8.6811.1411.23
FRG 617R3.64
5.91
6.52
7.52
FRG 717R3.90
6.15
6.59
7.59
FRG 817R4.11
6.19
6.63
7.67
7.559.689.75
FRG 617R3.64
5.44
5.89
7.01
FRG 717R3.90
5.85
6.34
7.25
FRG 817R4.11
6.02
6.38
7.30
0.40
0.71
0.86 3.13
4.54
0.47
0.80
0.94 3.39
4.89
0.52
0.89
1.00 3.62
5.26
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
37801 20.25 7.75 3.48 19.97 4757 3658 4794 1.10
7314 6 3219 4557 4.66 60.0 4.2 1.80
7 3662 5277 4.57 60.0 4.2 1.80
8 4102 5987 4.50 60.0 4.2 1.80
520
56
464
164.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 12 + 16 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.2917.6113.11
FRG 617R5.01
6.72
7.28
8.44
FRG 717R5.37
6.76
7.34
8.53
FRG 817R5.66
6.82
7.41
8.63
10.2215.9211.86
FRG 617R5.01
6.61
7.09
8.19
FRG 717R5.37
6.65
7.15
8.26
FRG 817R5.66
6.71
7.22
8.36
8.9613.9210.39
FRG 617R5.01
6.45
6.84
7.82
FRG 717R5.37
6.49
6.90
7.90
FRG 817R5.66
6.54
6.96
7.98
8.2912.85
9.60
FRG 617R4.94
6.35
6.70
7.63
FRG 717R5.26
6.40
6.74
7.71
FRG 817R5.57
6.44
6.80
7.78
7.2211.16
8.35
FRG 617R4.75
5.90
6.27
7.30
FRG 717R5.07
6.23
6.49
7.38
FRG 817R5.37
6.26
6.55
7.44
12.4819.4914.50
FRG 617R5.01
7.28
7.90
9.17
FRG 717R5.37
7.34
7.98
9.28
FRG 817R5.66
7.42
8.05
9.40
11.1717.4312.98
FRG 617R5.01
7.12
7.63
8.78
FRG 717R5.37
7.19
7.71
8.90
FRG 817R5.66
7.25
7.78
9.00
9.6715.0511.22
FRG 617R5.01
6.90
7.30
8.34
FRG 717R5.37
6.96
7.37
8.44
FRG 817R5.66
7.01
7.44
8.53
11.8518.5113.77
FRG 617R5.01
6.90
7.48
8.69
FRG 717R5.37
6.96
7.55
8.78
FRG 817R5.66
7.01
7.63
8.88
10.6716.6412.39
FRG 617R5.01
6.78
7.26
8.38
FRG 717R5.37
6.83
7.34
8.48
FRG 817R5.66
6.88
7.40
8.57
9.3014.4610.79
FRG 617R5.01
6.61
6.99
8.00
FRG 717R5.37
6.65
7.05
8.07
FRG 817R5.66
6.71
7.11
8.17
0.43
0.66
0.74 2.63
3.67
0.49
0.73
0.80 2.82
3.76
0.55
0.74
0.81 2.88
3.83
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
32837 18.71 9.29 3.27 19.75 4509 2846 3325 1.10
5300 6 3026 4471 9.90 60.0 4.2 1.80
7 3443 5159 9.71 60.0 4.2 1.80
8 3857 5834 9.56 60.0 4.2 1.80
545
92
454
166.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.586.537.07
FRG 2111.71
3.80
4.24
5.11
FRG 3112.10
4.68
5.22
6.30
FRG 4112.40
5.37
5.95
6.88
FRG 5112.43
5.54
5.99
6.96
6.785.846.33
FRG 2111.71
3.55
3.90
4.66
FRG 3112.10
4.37
4.80
5.75
FRG 4112.40
5.02
5.52
6.60
FRG 5112.43
5.44
5.82
6.71
5.865.065.48
FRG 2111.71
3.25
3.51
4.17
FRG 3112.10
4.00
4.32
5.13
FRG 4112.40
4.60
4.96
5.90
FRG 5112.43
5.07
5.47
6.40
5.394.655.03
FRG 2111.71
3.09
3.30
3.91
FRG 3112.10
3.80
4.07
4.82
FRG 4112.40
4.37
4.67
5.53
FRG 5112.43
4.82
5.15
6.10
4.654.024.35
FRG 2111.71
2.83
2.98
3.51
FRG 3112.10
3.48
3.67
4.32
FRG 4112.40
4.00
4.22
4.96
FRG 5112.43
4.41
4.65
5.47
8.507.317.93
FRG 2111.71
4.02
4.47
5.38
FRG 3112.10
4.96
5.51
6.63
FRG 4112.40
5.70
6.33
7.50
FRG 5112.43
6.05
6.54
7.59
7.496.456.99
FRG 2111.71
3.73
4.08
4.87
FRG 3112.10
4.60
5.02
6.00
FRG 4112.40
5.28
5.77
6.89
FRG 5112.43
5.82
6.30
7.25
6.385.505.95
FRG 2111.71
3.39
3.63
4.31
FRG 3112.10
4.17
4.48
5.31
FRG 4112.40
4.79
5.14
6.10
FRG 5112.43
5.29
5.67
6.72
8.026.897.48
FRG 2111.71
3.91
4.35
5.24
FRG 3112.10
4.81
5.36
6.46
FRG 4112.40
5.53
6.11
7.07
FRG 5112.43
5.71
6.18
7.17
7.126.136.64
FRG 2111.71
3.63
3.98
4.76
FRG 3112.10
4.48
4.91
5.87
FRG 4112.40
5.14
5.64
6.74
FRG 5112.43
5.59
5.98
6.88
6.115.275.71
FRG 2111.71
3.32
3.57
4.23
FRG 3112.10
4.09
4.40
5.22
FRG 4112.40
4.69
5.05
5.99
FRG 5112.43
5.17
5.57
6.53
0.08
0.25
0.31 1.12
1.63
0.13
0.38
0.47 1.71
2.54
0.17
0.50
0.62 2.24
3.29
0.17
0.60
0.70 2.54
3.56
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
22752 19.88 6.12 6.50 20.25 2164 2540 2359 1.13
5576 2 1144 1477 3.41 60.0 4.2 1.80
3 1744 2242 3.05 60.0 4.2 1.80
4 2186 2958 3.33 60.0 4.2 1.80
5 2357 3594 4.61 60.0 4.2 1.80
411
28
382
123.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.9110.04
9.20
FRG 2112.48
4.64
5.40
6.52
FRG 3112.97
5.95
6.59
7.63
FRG 4113.39
6.16
6.67
7.75
FRG 5113.43
6.23
6.74
7.86
8.879.008.24
FRG 2112.48
4.48
4.98
5.96
FRG 3112.97
5.57
6.13
7.34
FRG 4113.39
6.05
6.48
7.46
FRG 5113.43
6.11
6.55
7.55
7.697.797.15
FRG 2112.48
4.16
4.49
5.34
FRG 3112.97
5.11
5.53
6.57
FRG 4113.39
5.86
6.24
7.13
FRG 5113.43
5.96
6.30
7.21
7.077.166.57
FRG 2112.48
3.95
4.24
5.02
FRG 3112.97
4.86
5.21
6.17
FRG 4113.39
5.58
5.97
6.94
FRG 5113.43
5.86
6.16
7.01
6.106.185.67
FRG 2112.48
3.63
3.83
4.51
FRG 3112.97
4.46
4.71
5.55
FRG 4113.39
5.11
5.40
6.36
FRG 5113.43
5.60
5.92
6.71
11.0811.2310.28
FRG 2112.48
5.11
5.69
6.85
FRG 3112.97
6.29
7.00
8.26
FRG 4113.39
6.73
7.26
8.42
FRG 5113.43
6.80
7.36
8.55
9.799.939.09
FRG 2112.48
4.64
5.20
6.22
FRG 3112.97
5.85
6.40
7.65
FRG 4113.39
6.55
7.00
8.05
FRG 5113.43
6.63
7.09
8.17
8.368.477.76
FRG 2112.48
4.33
4.65
5.52
FRG 3112.97
5.32
5.72
6.79
FRG 4113.39
6.10
6.56
7.63
FRG 5113.43
6.32
6.76
7.73
10.4610.60
9.71
FRG 2112.48
4.97
5.54
6.68
FRG 3112.97
6.11
6.78
7.83
FRG 4113.39
6.34
6.87
7.97
FRG 5113.43
6.42
6.96
8.08
9.319.448.65
FRG 2112.48
4.56
5.09
6.09
FRG 3112.97
5.70
6.26
7.49
FRG 4113.39
6.23
6.65
7.65
FRG 5113.43
6.28
6.73
7.76
8.018.127.44
FRG 2112.48
4.24
4.57
5.43
FRG 3112.97
5.21
5.62
6.68
FRG 4113.39
5.98
6.38
7.28
FRG 5113.43
6.11
6.46
7.38
0.11
0.25
0.31 1.11
1.63
0.15
0.38
0.46 1.67
2.36
0.20
0.47
0.55 1.93
2.69
0.21
0.56
0.62 2.19
2.90
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20194 18.43 7.57 6.22 19.83 2092 2062 1908 1.13
3999 2 1095 1466 4.97 60.0 4.2 1.80
3 1670 2218 4.58 60.0 4.2 1.80
4 2094 2914 5.01 60.0 4.2 1.80
5 2257 3526 6.86 60.0 4.2 1.80
442
48
394
134.4
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.667.078.36
FRG 3132.83
4.64
5.18
6.24
FRG 4132.95
5.31
5.93
6.93
FRG 5133.09
5.59
6.05
7.01
FRG 6133.03
5.63
6.09
7.07
6.846.327.47
FRG 3132.83
4.33
4.76
5.69
FRG 4132.95
4.96
5.45
6.53
FRG 5133.09
5.48
5.86
6.74
FRG 6133.03
5.51
5.91
6.80
5.925.476.45
FRG 3132.83
3.97
4.28
5.09
FRG 4132.95
4.55
4.91
5.83
FRG 5133.09
5.04
5.44
6.44
FRG 6133.03
5.28
5.69
6.49
5.445.035.92
FRG 3132.82
3.77
4.03
4.77
FRG 4132.95
4.32
4.62
5.47
FRG 5133.09
4.79
5.12
6.06
FRG 6133.03
5.09
5.44
6.32
4.694.345.10
FRG 3132.73
3.45
3.64
4.28
FRG 4132.95
3.95
4.17
4.91
FRG 5133.09
4.38
4.62
5.44
FRG 6133.03
4.71
4.97
5.85
8.587.929.38
FRG 3132.83
4.91
5.46
6.57
FRG 4132.95
5.63
6.26
7.53
FRG 5133.09
6.11
6.59
7.63
FRG 6133.03
6.15
6.65
7.73
7.576.998.26
FRG 3132.83
4.55
4.98
5.94
FRG 4132.95
5.22
5.70
6.81
FRG 5133.09
5.78
6.32
7.29
FRG 6133.03
5.84
6.40
7.36
6.445.957.02
FRG 3132.83
4.14
4.44
5.26
FRG 4132.95
4.74
5.09
6.03
FRG 5133.09
5.25
5.64
6.68
FRG 6133.03
5.48
5.88
6.96
8.097.478.83
FRG 3132.83
4.77
5.31
6.40
FRG 4132.95
5.47
6.09
7.13
FRG 5133.09
5.75
6.23
7.21
FRG 6133.03
5.80
6.27
7.28
7.196.647.84
FRG 3132.83
4.44
4.86
5.81
FRG 4132.95
5.09
5.57
6.66
FRG 5133.09
5.64
6.02
6.92
FRG 6133.03
5.68
6.07
6.99
6.175.706.72
FRG 3132.83
4.05
4.36
5.17
FRG 4132.95
4.64
4.99
5.93
FRG 5133.09
5.14
5.54
6.57
FRG 6133.03
5.38
5.79
6.65
0.22
0.37
0.46 1.68
2.48
0.25
0.49
0.61 2.22
3.33
0.28
0.59
0.71 2.56
3.60
0.27
0.66
0.75 2.69
3.89
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
23637 19.66 6.34 4.90 19.58 2357 2566 2815 1.13
5589 3 1682 2201 3.66 60.0 4.2 1.80
4 2080 2891 4.04 60.0 4.2 1.80
5 2420 3554 4.67 60.0 4.2 1.80
6 2472 4107 6.06 60.0 4.2 1.80
411
33
377
121.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.8610.8410.13
FRG 3133.79
5.89
6.59
7.67
FRG 4134.17
6.19
6.71
7.78
FRG 5134.37
6.26
6.78
7.88
FRG 6134.28
6.30
6.84
7.98
8.839.719.07
FRG 3133.72
5.51
6.07
7.27
FRG 4134.13
6.08
6.51
7.50
FRG 5134.37
6.15
6.59
7.59
FRG 6134.28
6.19
6.65
7.67
7.658.407.86
FRG 3133.61
5.06
5.48
6.51
FRG 4134.02
5.79
6.26
7.15
FRG 5134.33
5.99
6.34
7.25
FRG 6134.28
6.03
6.38
7.32
7.037.727.22
FRG 3133.55
4.82
5.16
6.12
FRG 4133.95
5.51
5.91
6.98
FRG 5134.26
5.90
6.19
7.05
FRG 6134.28
5.94
6.24
7.12
6.076.666.23
FRG 3133.43
4.42
4.67
5.50
FRG 4133.82
5.05
5.34
6.29
FRG 5134.12
5.59
5.91
6.74
FRG 6134.16
5.76
5.99
6.80
11.0212.1311.33
FRG 3133.87
6.23
6.94
8.32
FRG 4134.17
6.76
7.30
8.46
FRG 5134.37
6.84
7.40
8.59
FRG 6134.28
6.90
7.48
8.71
9.7410.7110.01
FRG 3133.79
5.79
6.34
7.58
FRG 4134.17
6.59
7.03
8.09
FRG 5134.37
6.67
7.13
8.21
FRG 6134.28
6.73
7.20
8.30
8.329.148.54
FRG 3133.68
5.27
5.67
6.73
FRG 4134.09
6.03
6.49
7.65
FRG 5134.37
6.46
6.80
7.76
FRG 6134.28
6.50
6.86
7.84
10.4111.4510.69
FRG 3133.83
6.06
6.76
7.88
FRG 4134.17
6.38
6.90
8.00
FRG 5134.37
6.46
6.99
8.11
FRG 6134.28
6.50
7.05
8.21
9.2610.18
9.52
FRG 3133.75
5.65
6.20
7.42
FRG 4134.17
6.25
6.69
7.69
FRG 5134.37
6.32
6.76
7.79
FRG 6134.28
6.37
6.82
7.88
7.978.758.18
FRG 3133.65
5.17
5.57
6.62
FRG 4134.06
5.91
6.37
7.32
FRG 5134.37
6.15
6.49
7.42
FRG 6134.28
6.19
6.53
7.50
0.21
0.37
0.46 1.66
2.40
0.26
0.46
0.54 1.93
2.70
0.30
0.56
0.62 2.18
2.94
0.31
0.59
0.64 2.25
2.99
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
20810 18.19 7.81 4.67 19.21 2265 2052 2110 1.13
3996 3 1600 2176 5.87 60.0 4.2 1.80
4 1979 2848 6.47 60.0 4.2 1.80
5 2302 3485 7.48 60.0 4.2 1.80
6 2352 4009 8.57 60.0 4.2 1.80
442
56
386
131.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.3011.4310.46
FRG 514R3.33
5.75
6.32
7.32
FRG 614R3.46
5.90
6.38
7.40
FRG 714R3.68
5.94
6.44
7.48
FRG 814R3.54
5.97
6.47
7.51
7.4210.20
9.34
FRG 514R3.33
5.37
5.91
7.05
FRG 614R3.46
5.78
6.20
7.13
FRG 714R3.68
5.83
6.24
7.19
FRG 814R3.54
5.86
6.26
7.23
6.428.808.06
FRG 514R3.33
4.92
5.32
6.32
FRG 614R3.46
5.41
5.84
6.80
FRG 714R3.68
5.69
5.99
6.86
FRG 814R3.54
5.71
6.03
6.90
5.908.077.40
FRG 514R3.33
4.68
5.01
5.93
FRG 614R3.46
5.14
5.50
6.52
FRG 714R3.68
5.52
5.86
6.67
FRG 814R3.54
5.61
5.90
6.71
5.096.946.36
FRG 514R3.33
4.29
4.52
5.32
FRG 614R3.46
4.71
4.97
5.85
FRG 714R3.68
5.05
5.33
6.28
FRG 814R3.54
5.29
5.58
6.41
9.3012.8311.73
FRG 514R3.33
6.09
6.77
7.96
FRG 614R3.46
6.46
6.96
8.05
FRG 714R3.68
6.49
7.02
8.15
FRG 814R3.54
6.53
7.07
8.21
8.2011.2910.33
FRG 514R3.33
5.65
6.17
7.37
FRG 614R3.46
6.21
6.71
7.71
FRG 714R3.68
6.34
6.76
7.78
FRG 814R3.54
6.37
6.80
7.82
6.989.598.78
FRG 514R3.33
5.13
5.51
6.53
FRG 614R3.46
5.64
6.05
7.18
FRG 714R3.68
6.05
6.44
7.35
FRG 814R3.54
6.15
6.48
7.40
8.7712.0911.06
FRG 514R3.33
5.91
6.51
7.51
FRG 614R3.46
6.08
6.57
7.61
FRG 714R3.68
6.13
6.63
7.69
FRG 814R3.54
6.15
6.67
7.75
7.7910.72
9.81
FRG 514R3.33
5.50
6.04
7.22
FRG 614R3.46
5.96
6.36
7.30
FRG 714R3.68
5.99
6.42
7.38
FRG 814R3.54
6.02
6.44
7.42
6.699.188.40
FRG 514R3.33
5.03
5.41
6.42
FRG 614R3.46
5.52
5.95
6.96
FRG 714R3.68
5.83
6.15
7.01
FRG 814R3.54
5.86
6.18
7.05
0.34
0.60
0.75 2.72
3.93
0.37
0.72
0.84 3.05
4.31
0.42
0.81
0.92 3.33
4.67
0.39
0.88
0.98 3.51
4.92
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30405 18.86 7.14 4.30 18.94 4137 2960 3772 1.13
6389 5 2625 3584 4.92 60.0 4.2 1.80
6 3205 4328 3.84 60.0 4.2 1.80
7 3580 4981 4.30 60.0 4.2 1.80
8 3545 5464 6.98 60.0 4.2 1.80
418
47
371
120.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.6216.9211.96
FRG 514R4.60
6.47
7.00
8.11
FRG 614R4.78
6.53
7.08
8.23
FRG 714R5.09
6.59
7.15
8.32
FRG 814R4.89
6.62
7.19
8.38
9.5215.1510.72
FRG 514R4.60
6.35
6.80
7.82
FRG 614R4.78
6.42
6.88
7.92
FRG 714R5.09
6.46
6.94
8.01
FRG 814R4.89
6.49
6.98
8.05
8.2613.10
9.29
FRG 514R4.50
6.16
6.55
7.47
FRG 614R4.78
6.24
6.61
7.55
FRG 714R5.09
6.30
6.67
7.63
FRG 814R4.89
6.32
6.71
7.69
7.5912.02
8.54
FRG 514R4.42
5.86
6.29
7.27
FRG 614R4.78
6.15
6.47
7.36
FRG 714R5.09
6.20
6.51
7.44
FRG 814R4.89
6.23
6.55
7.48
6.5510.34
7.36
FRG 514R4.26
5.38
5.69
6.70
FRG 614R4.71
5.90
6.21
7.03
FRG 714R4.97
6.01
6.26
7.09
FRG 814R4.89
6.04
6.28
7.13
11.8618.9313.37
FRG 514R4.60
7.05
7.63
8.82
FRG 614R4.78
7.14
7.73
8.96
FRG 714R5.09
7.21
7.80
9.07
FRG 814R4.89
7.25
7.86
9.15
10.5016.7311.82
FRG 514R4.60
6.88
7.35
8.44
FRG 614R4.78
6.96
7.44
8.56
FRG 714R5.09
7.03
7.51
8.67
FRG 814R4.89
7.07
7.55
8.73
8.9714.2510.09
FRG 514R4.59
6.41
6.90
8.00
FRG 614R4.78
6.73
7.09
8.09
FRG 714R5.09
6.78
7.17
8.19
FRG 814R4.89
6.82
7.21
8.25
11.2017.8712.62
FRG 514R4.60
6.67
7.21
8.34
FRG 614R4.78
6.73
7.28
8.46
FRG 714R5.09
6.78
7.36
8.57
FRG 814R4.89
6.82
7.40
8.63
9.9815.9011.24
FRG 514R4.60
6.53
6.98
8.01
FRG 614R4.78
6.59
7.05
8.13
FRG 714R5.09
6.65
7.13
8.23
FRG 814R4.89
6.69
7.17
8.28
8.6013.65
9.67
FRG 514R4.55
6.28
6.71
7.63
FRG 614R4.78
6.42
6.76
7.73
FRG 714R5.09
6.46
6.83
7.82
FRG 814R4.89
6.49
6.86
7.86
0.35
0.57
0.66 2.35
3.24
0.43
0.68
0.75 2.64
3.48
0.48
0.70
0.76 2.69
3.55
0.47
0.71
0.77 2.71
3.60
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
26506 17.41 8.59 4.06 18.64 3943 2435 2756 1.13
4626 5 2480 3524 9.20 60.0 4.2 1.80
6 3028 4241 8.01 60.0 4.2 1.80
7 3382 4864 8.98 60.0 4.2 1.80
8 3349 5310 9.78 60.0 4.2 1.80
453
77
377
129.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.4911.6212.19
FRG 617R3.92
5.90
6.38
7.39
FRG 717R4.21
5.94
6.44
7.46
FRG 817R4.43
5.98
6.48
7.53
7.5910.3710.88
FRG 617R3.92
5.79
6.20
7.11
FRG 717R4.21
5.83
6.24
7.19
FRG 817R4.43
5.87
6.28
7.25
6.578.949.38
FRG 617R3.92
5.31
5.73
6.79
FRG 717R4.21
5.69
5.99
6.85
FRG 817R4.43
5.72
6.04
6.91
6.038.208.60
FRG 617R3.92
5.05
5.40
6.39
FRG 717R4.21
5.43
5.81
6.67
FRG 817R4.43
5.63
5.90
6.73
5.207.057.39
FRG 617R3.92
4.62
4.88
5.74
FRG 717R4.21
4.97
5.24
6.17
FRG 817R4.43
5.29
5.58
6.42
9.5213.0413.69
FRG 617R3.92
6.46
6.96
8.05
FRG 717R4.21
6.49
7.02
8.13
FRG 817R4.43
6.55
7.09
8.23
8.3911.4812.04
FRG 617R3.92
6.09
6.66
7.69
FRG 717R4.21
6.34
6.76
7.76
FRG 817R4.43
6.38
6.82
7.84
7.149.75
10.22
FRG 617R3.92
5.53
5.94
7.04
FRG 717R4.21
5.95
6.39
7.34
FRG 817R4.43
6.17
6.49
7.42
8.9712.2912.89
FRG 617R3.92
6.08
6.57
7.61
FRG 717R4.21
6.13
6.63
7.68
FRG 817R4.43
6.17
6.68
7.75
7.9710.8911.43
FRG 617R3.92
5.93
6.36
7.30
FRG 717R4.21
5.99
6.42
7.37
FRG 817R4.43
6.04
6.46
7.44
6.849.339.78
FRG 617R3.92
5.42
5.83
6.92
FRG 717R4.21
5.83
6.15
7.01
FRG 817R4.43
5.87
6.19
7.07
0.48
0.69
0.83 3.00
4.22
0.55
0.79
0.91 3.28
4.56
0.61
0.88
0.98 3.51
4.94
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30684 18.73 7.27 3.05 18.42 4208 3032 4423 1.13
6329 6 2824 4165 6.14 60.0 4.2 1.80
7 3213 4819 6.03 60.0 4.2 1.80
8 3600 5464 5.93 60.0 4.2 1.80
418
56
362
116.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.7517.0913.32
FRG 617R5.42
6.53
7.07
8.21
FRG 717R5.81
6.59
7.15
8.30
FRG 817R6.12
6.64
7.21
8.40
9.6415.2911.93
FRG 617R5.42
6.42
6.86
7.90
FRG 717R5.81
6.46
6.94
8.00
FRG 817R6.12
6.51
6.99
8.07
8.3613.2310.33
FRG 617R5.25
6.24
6.61
7.55
FRG 717R5.60
6.30
6.67
7.63
FRG 817R5.93
6.34
6.73
7.71
7.6912.14
9.49
FRG 617R5.12
6.15
6.46
7.34
FRG 717R5.46
6.19
6.51
7.42
FRG 817R5.78
6.24
6.57
7.50
6.6310.44
8.18
FRG 617R4.90
5.79
6.12
7.01
FRG 717R5.22
6.01
6.25
7.09
FRG 817R5.53
6.05
6.30
7.15
12.0119.1214.89
FRG 617R5.42
7.15
7.73
8.96
FRG 717R5.81
7.21
7.80
9.07
FRG 817R6.12
7.28
7.88
9.19
10.6316.8913.17
FRG 617R5.42
6.96
7.44
8.55
FRG 717R5.81
7.03
7.51
8.65
FRG 817R6.12
7.09
7.59
8.76
9.0814.3911.24
FRG 617R5.39
6.73
7.09
8.09
FRG 717R5.75
6.78
7.16
8.18
FRG 817R6.08
6.84
7.23
8.26
11.3518.0414.06
FRG 617R5.42
6.73
7.28
8.46
FRG 717R5.81
6.78
7.36
8.55
FRG 817R6.12
6.84
7.43
8.65
10.1116.0512.52
FRG 617R5.42
6.59
7.05
8.11
FRG 717R5.81
6.65
7.12
8.21
FRG 817R6.12
6.71
7.19
8.30
8.7113.7810.77
FRG 617R5.32
6.42
6.76
7.73
FRG 717R5.67
6.46
6.82
7.80
FRG 817R6.00
6.51
6.88
7.88
0.47
0.65
0.73 2.56
3.47
0.53
0.70
0.76 2.68
3.55
0.59
0.71
0.77 2.73
3.62
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
26607 17.31 8.69 2.86 18.31 3982 2468 3082 1.13
4593 6 2650 4079 10.84 60.0 4.2 1.80
7 3015 4701 11.62 60.0 4.2 1.80
8 3377 5310 12.25 60.0 4.2 1.80
453
92
362
123.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 12 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.947.478.66
FRG 3132.73
4.72
5.27
6.36
FRG 4132.85
5.41
6.05
7.21
FRG 5132.98
5.79
6.28
7.28
FRG 6132.92
5.83
6.32
7.36
7.146.717.78
FRG 3132.73
4.42
4.87
5.83
FRG 4132.85
5.07
5.58
6.69
FRG 5132.98
5.62
6.10
7.03
FRG 6132.92
5.73
6.15
7.09
6.215.856.77
FRG 3132.73
4.06
4.40
5.23
FRG 4132.85
4.66
5.04
6.00
FRG 5132.98
5.17
5.59
6.65
FRG 6132.92
5.39
5.92
6.76
5.735.396.24
FRG 3132.73
3.87
4.15
4.92
FRG 4132.85
4.44
4.76
5.64
FRG 5132.98
4.92
5.28
6.25
FRG 6132.92
5.22
5.59
6.59
4.974.685.40
FRG 3132.67
3.55
3.75
4.42
FRG 4132.85
4.07
4.31
5.07
FRG 5132.98
4.52
4.78
5.63
FRG 6132.92
4.86
5.14
6.06
8.858.329.66
FRG 3132.73
4.98
5.55
6.69
FRG 4132.85
5.72
6.37
7.67
FRG 5132.98
6.30
6.82
7.91
FRG 6132.92
6.36
6.88
8.00
7.857.388.57
FRG 3132.73
4.64
5.08
6.08
FRG 4132.85
5.32
5.83
6.97
FRG 5132.98
5.90
6.47
7.57
FRG 6132.92
6.21
6.63
7.65
6.736.347.34
FRG 3132.73
4.23
4.55
5.40
FRG 4132.85
4.85
5.22
6.19
FRG 5132.98
5.38
5.79
6.87
FRG 6132.92
5.80
6.24
7.24
8.377.879.13
FRG 3132.73
4.85
5.41
6.52
FRG 4132.85
5.56
6.20
7.40
FRG 5132.98
5.96
6.46
7.50
FRG 6132.92
6.00
6.51
7.57
7.487.038.16
FRG 3132.73
4.52
4.97
5.95
FRG 4132.85
5.19
5.70
6.82
FRG 5132.98
5.76
6.26
7.21
FRG 6132.92
5.89
6.30
7.26
6.466.087.04
FRG 3132.73
4.14
4.47
5.31
FRG 4132.85
4.75
5.13
6.09
FRG 5132.98
5.27
5.69
6.76
FRG 6132.92
5.48
6.05
6.92
0.20
0.37
0.46 1.69
2.49
0.22
0.49
0.62 2.23
3.34
0.25
0.60
0.71 2.58
3.72
0.24
0.67
0.78 2.83
4.03
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
28744 21.30 6.70 5.50 21.35 2620 2797 3069 1.10
6435 3 1888 2397 3.35 60.0 4.2 1.80
4 2334 3153 3.70 60.0 4.2 1.80
5 2716 3881 4.27 60.0 4.2 1.80
6 2774 4500 5.79 60.0 4.2 1.80
458
33
424
141.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 12 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.2311.4810.51
FRG 3133.67
6.00
6.71
7.96
FRG 4134.00
6.44
6.98
8.09
FRG 5134.19
6.49
7.05
8.21
FRG 6134.11
6.55
7.11
8.28
9.2110.34
9.46
FRG 3133.61
5.64
6.22
7.45
FRG 4134.00
6.32
6.78
7.80
FRG 5134.19
6.38
6.86
7.92
FRG 6134.11
6.44
6.92
8.00
8.039.008.25
FRG 3133.52
5.19
5.63
6.70
FRG 4133.92
5.94
6.44
7.47
FRG 5134.19
6.23
6.61
7.56
FRG 6134.11
6.28
6.66
7.63
7.408.307.60
FRG 3133.47
4.95
5.32
6.30
FRG 4133.86
5.67
6.09
7.22
FRG 5134.16
6.13
6.46
7.36
FRG 6134.11
6.19
6.51
7.44
6.427.196.59
FRG 3133.37
4.55
4.82
5.68
FRG 4133.75
5.21
5.52
6.50
FRG 5134.05
5.77
6.11
7.04
FRG 6134.09
6.00
6.26
7.11
11.3712.7711.68
FRG 3133.73
6.33
7.06
8.51
FRG 4134.00
6.99
7.57
8.76
FRG 5134.19
7.07
7.67
8.92
FRG 6134.11
7.13
7.75
9.02
10.1211.3610.39
FRG 3133.67
5.91
6.48
7.75
FRG 4134.00
6.76
7.30
8.40
FRG 5134.19
6.91
7.40
8.53
FRG 6134.11
6.98
7.47
8.63
8.709.768.93
FRG 3133.58
5.40
5.82
6.91
FRG 4133.98
6.18
6.67
7.91
FRG 5134.19
6.69
7.07
8.07
FRG 6134.11
6.74
7.13
8.17
10.7712.0911.06
FRG 3133.70
6.16
6.89
8.19
FRG 4134.00
6.62
7.17
8.32
FRG 5134.19
6.69
7.26
8.44
FRG 6134.11
6.74
7.32
8.53
9.6410.82
9.90
FRG 3133.64
5.77
6.34
7.60
FRG 4134.00
6.49
6.96
8.00
FRG 5134.19
6.56
7.03
8.11
FRG 6134.11
6.61
7.09
8.21
8.359.368.57
FRG 3133.55
5.29
5.72
6.80
FRG 4133.95
6.06
6.55
7.63
FRG 5134.19
6.38
6.76
7.73
FRG 6134.11
6.44
6.81
7.80
0.19
0.37
0.46 1.67
2.43
0.23
0.47
0.55 1.98
2.76
0.27
0.56
0.63 2.21
3.03
0.28
0.61
0.66 2.33
3.09
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
25402 19.73 8.27 5.25 20.93 2523 2235 2299 1.10
4608 3 1801 2373 5.16 60.0 4.2 1.80
4 2227 3109 5.69 60.0 4.2 1.80
5 2591 3812 6.58 60.0 4.2 1.80
6 2647 4401 8.21 60.0 4.2 1.80
489
56
433
151.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.6112.1710.84
FRG 514R3.21
5.86
6.55
7.61
FRG 614R3.34
6.13
6.65
7.71
FRG 714R3.55
6.17
6.69
7.77
FRG 814R3.42
6.21
6.73
7.82
7.7410.92
9.73
FRG 514R3.21
5.49
6.05
7.25
FRG 614R3.34
6.01
6.46
7.43
FRG 714R3.55
6.06
6.49
7.50
FRG 814R3.42
6.09
6.53
7.53
6.749.488.46
FRG 514R3.21
5.05
5.47
6.50
FRG 614R3.34
5.55
6.01
7.09
FRG 714R3.55
5.92
6.26
7.16
FRG 814R3.42
5.94
6.28
7.21
6.218.727.78
FRG 514R3.21
4.81
5.16
6.11
FRG 614R3.34
5.28
5.67
6.72
FRG 714R3.55
5.67
6.08
6.98
FRG 814R3.42
5.84
6.15
7.01
5.387.536.73
FRG 514R3.21
4.42
4.67
5.50
FRG 614R3.34
4.85
5.13
6.05
FRG 714R3.55
5.21
5.51
6.49
FRG 814R3.42
5.46
5.78
6.71
9.5913.5712.08
FRG 514R3.21
6.19
6.89
8.26
FRG 614R3.34
6.67
7.21
8.36
FRG 714R3.55
6.73
7.28
8.46
FRG 814R3.42
6.76
7.32
8.51
8.5112.0310.72
FRG 514R3.21
5.76
6.31
7.55
FRG 614R3.34
6.33
6.94
8.00
FRG 714R3.55
6.56
7.01
8.08
FRG 814R3.42
6.59
7.05
8.13
7.3010.29
9.18
FRG 514R3.21
5.26
5.66
6.72
FRG 614R3.34
5.77
6.22
7.38
FRG 714R3.55
6.20
6.67
7.65
FRG 814R3.42
6.38
6.74
7.71
9.0712.8311.43
FRG 514R3.21
6.01
6.72
7.82
FRG 614R3.34
6.30
6.83
7.92
FRG 714R3.55
6.36
6.88
8.00
FRG 814R3.42
6.38
6.92
8.05
8.1111.4510.20
FRG 514R3.21
5.62
6.18
7.39
FRG 614R3.34
6.17
6.62
7.61
FRG 714R3.55
6.23
6.67
7.69
FRG 814R3.42
6.26
6.71
7.74
7.019.878.80
FRG 514R3.21
5.15
5.56
6.61
FRG 614R3.34
5.66
6.11
7.26
FRG 714R3.55
6.06
6.40
7.32
FRG 814R3.42
6.09
6.44
7.36
0.30
0.61
0.76 2.78
4.13
0.33
0.72
0.87 3.15
4.40
0.37
0.82
0.95 3.43
4.74
0.34
0.88
0.99 3.55
5.09
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
37220 20.43 7.57 4.86 20.64 4637 3226 4110 1.10
7380 5 2966 3911 4.39 60.0 4.2 1.80
6 3621 4720 3.42 60.0 4.2 1.80
7 4045 5439 3.84 60.0 4.2 1.80
8 4005 5987 6.22 60.0 4.2 1.80
465
47
418
140.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.0118.0912.39
FRG 514R4.41
6.73
7.28
8.44
FRG 614R4.58
6.79
7.36
8.55
FRG 714R4.88
6.84
7.44
8.65
FRG 814R4.69
6.88
7.48
8.72
9.9216.2711.17
FRG 514R4.41
6.61
7.09
8.17
FRG 614R4.58
6.67
7.17
8.26
FRG 714R4.88
6.73
7.23
8.36
FRG 814R4.69
6.76
7.26
8.42
8.6514.16
9.73
FRG 514R4.41
6.32
6.84
7.80
FRG 614R4.58
6.51
6.90
7.90
FRG 714R4.88
6.56
6.96
7.98
FRG 814R4.69
6.59
6.99
8.03
7.9813.03
8.97
FRG 514R4.34
6.03
6.48
7.61
FRG 614R4.58
6.42
6.74
7.70
FRG 714R4.88
6.46
6.80
7.76
FRG 814R4.69
6.49
6.84
7.82
6.9311.26
7.78
FRG 514R4.20
5.55
5.88
6.93
FRG 614R4.58
6.08
6.45
7.36
FRG 714R4.88
6.28
6.55
7.43
FRG 814R4.69
6.30
6.57
7.48
12.2220.1213.77
FRG 514R4.41
7.31
7.92
9.17
FRG 614R4.58
7.40
8.01
9.30
FRG 714R4.88
7.46
8.09
9.42
FRG 814R4.69
7.50
8.15
9.50
10.8917.8912.26
FRG 514R4.41
7.05
7.65
8.78
FRG 614R4.58
7.23
7.73
8.90
FRG 714R4.88
7.28
7.80
9.01
FRG 814R4.69
7.32
7.86
9.09
9.3715.3510.54
FRG 514R4.41
6.58
7.09
8.32
FRG 614R4.58
6.99
7.38
8.44
FRG 714R4.88
7.05
7.46
8.53
FRG 814R4.69
7.09
7.50
8.59
11.5819.0513.04
FRG 514R4.41
6.92
7.50
8.69
FRG 614R4.58
6.99
7.59
8.80
FRG 714R4.88
7.05
7.65
8.92
FRG 814R4.69
7.09
7.71
8.98
10.3817.0411.69
FRG 514R4.41
6.78
7.27
8.36
FRG 614R4.58
6.86
7.35
8.48
FRG 714R4.88
6.92
7.42
8.57
FRG 814R4.69
6.96
7.46
8.63
9.0014.7310.12
FRG 514R4.41
6.45
6.97
7.98
FRG 614R4.58
6.67
7.06
8.07
FRG 714R4.88
6.73
7.13
8.17
FRG 814R4.69
6.76
7.17
8.22
0.32
0.58
0.68 2.41
3.36
0.39
0.68
0.77 2.69
3.61
0.44
0.73
0.79 2.79
3.69
0.40
0.73
0.80 2.80
3.74
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
32560 18.87 9.13 4.60 20.28 4429 2649 2998 1.10
5348 5 2810 3851 7.92 60.0 4.2 1.80
6 3431 4634 6.17 60.0 4.2 1.80
7 3832 5322 6.92 60.0 4.2 1.80
8 3795 5834 9.38 60.0 4.2 1.80
501
77
424
149.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.7612.4712.56
FRG 617R3.78
6.14
6.65
7.71
FRG 717R4.06
6.19
6.71
7.77
FRG 817R4.28
6.23
6.74
7.84
7.8711.1911.28
FRG 617R3.78
5.93
6.46
7.44
FRG 717R4.06
6.07
6.51
7.50
FRG 817R4.28
6.11
6.55
7.56
6.859.719.79
FRG 617R3.78
5.45
5.90
7.02
FRG 717R4.06
5.87
6.26
7.17
FRG 817R4.28
5.96
6.30
7.23
6.328.949.00
FRG 617R3.78
5.19
5.57
6.60
FRG 717R4.06
5.59
5.99
6.98
FRG 817R4.28
5.86
6.17
7.03
5.477.727.77
FRG 617R3.78
4.77
5.04
5.94
FRG 717R4.06
5.13
5.43
6.39
FRG 817R4.28
5.46
5.78
6.73
9.7513.9114.02
FRG 617R3.78
6.68
7.23
8.36
FRG 717R4.06
6.73
7.28
8.46
FRG 817R4.28
6.78
7.34
8.53
8.6612.3312.42
FRG 617R3.78
6.22
6.81
8.00
FRG 717R4.06
6.57
7.03
8.08
FRG 817R4.28
6.63
7.08
8.17
7.4310.5510.63
FRG 617R3.78
5.67
6.11
7.25
FRG 717R4.06
6.10
6.57
7.65
FRG 817R4.28
6.41
6.76
7.73
9.2313.1513.25
FRG 617R3.78
6.32
6.84
7.92
FRG 717R4.06
6.36
6.90
8.00
FRG 817R4.28
6.41
6.95
8.07
8.2511.7311.82
FRG 617R3.78
6.07
6.63
7.61
FRG 717R4.06
6.24
6.68
7.69
FRG 817R4.28
6.28
6.73
7.76
7.1310.1110.19
FRG 617R3.78
5.56
6.00
7.13
FRG 717R4.06
5.98
6.42
7.32
FRG 817R4.28
6.11
6.46
7.38
0.42
0.71
0.84 3.04
4.38
0.49
0.80
0.92 3.31
4.74
0.54
0.88
0.99 3.55
5.13
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
37801 20.25 7.75 3.48 19.97 4757 3286 4794 1.10
7314 6 3219 4557 5.31 60.0 4.2 1.80
7 3662 5277 5.20 60.0 4.2 1.80
8 4102 5987 5.12 60.0 4.2 1.80
465
56
409
136.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.0618.4113.70
FRG 617R5.20
6.80
7.36
8.55
FRG 717R5.57
6.86
7.44
8.65
FRG 817R5.87
6.91
7.50
8.75
9.9716.5612.33
FRG 617R5.20
6.68
7.17
8.26
FRG 717R5.57
6.73
7.23
8.34
FRG 817R5.87
6.78
7.28
8.44
8.7014.4010.74
FRG 617R5.19
6.51
6.90
7.90
FRG 717R5.53
6.57
6.96
7.98
FRG 817R5.86
6.61
7.01
8.05
8.0213.26
9.90
FRG 617R5.08
6.42
6.75
7.69
FRG 717R5.42
6.46
6.80
7.76
FRG 817R5.74
6.51
6.86
7.84
6.9611.46
8.57
FRG 617R4.88
5.98
6.34
7.36
FRG 717R5.21
6.28
6.55
7.42
FRG 817R5.51
6.32
6.59
7.50
12.2820.4715.22
FRG 617R5.20
7.40
8.01
9.29
FRG 717R5.57
7.48
8.09
9.42
FRG 817R5.87
7.53
8.18
9.53
10.9418.2013.55
FRG 617R5.20
7.23
7.73
8.90
FRG 717R5.57
7.28
7.80
9.00
FRG 817R5.87
7.36
7.88
9.11
9.4115.6211.64
FRG 617R5.20
6.99
7.39
8.44
FRG 717R5.57
7.05
7.46
8.53
FRG 817R5.87
7.11
7.52
8.62
11.6419.3814.42
FRG 617R5.20
6.99
7.59
8.80
FRG 717R5.57
7.05
7.65
8.90
FRG 817R5.87
7.11
7.73
9.01
10.4317.3412.91
FRG 617R5.20
6.86
7.36
8.47
FRG 717R5.57
6.92
7.42
8.55
FRG 817R5.87
6.98
7.49
8.65
9.0414.9911.17
FRG 617R5.20
6.68
7.07
8.07
FRG 717R5.57
6.73
7.13
8.15
FRG 817R5.87
6.78
7.19
8.24
0.44
0.66
0.74 2.59
3.61
0.50
0.73
0.79 2.79
3.68
0.56
0.74
0.80 2.82
3.77
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
32837 18.71 9.29 3.27 19.75 4509 2662 3325 1.10
5300 6 3026 4471 10.40 60.0 4.2 1.80
7 3443 5159 11.14 60.0 4.2 1.80
8 3857 5834 11.75 60.0 4.2 1.80
501
92
409
143.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 14 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.217.848.96
FRG 3132.64
4.79
5.36
6.46
FRG 4132.75
5.50
6.15
7.41
FRG 5132.88
5.98
6.49
7.53
FRG 6132.83
6.03
6.53
7.61
7.427.088.09
FRG 3132.64
4.50
4.97
5.96
FRG 4132.75
5.16
5.70
6.83
FRG 5132.88
5.73
6.32
7.28
FRG 6132.83
5.92
6.36
7.35
6.496.217.08
FRG 3132.64
4.15
4.50
5.36
FRG 4132.75
4.76
5.17
6.15
FRG 5132.88
5.29
5.74
6.83
FRG 6132.83
5.70
6.13
7.03
6.005.746.54
FRG 3132.64
3.96
4.26
5.05
FRG 4132.75
4.54
4.88
5.79
FRG 5132.88
5.04
5.42
6.43
FRG 6132.83
5.44
5.85
6.84
5.235.005.69
FRG 3132.62
3.64
3.86
4.55
FRG 4132.75
4.18
4.43
5.23
FRG 5132.88
4.64
4.92
5.80
FRG 6132.83
5.00
5.30
6.25
9.098.689.93
FRG 3132.64
5.05
5.63
6.79
FRG 4132.75
5.79
6.47
7.79
FRG 5132.88
6.43
7.03
8.17
FRG 6132.83
6.53
7.09
8.25
8.127.758.86
FRG 3132.64
4.71
5.18
6.20
FRG 4132.75
5.41
5.94
7.11
FRG 5132.88
6.00
6.59
7.82
FRG 6132.83
6.40
6.84
7.90
7.026.707.65
FRG 3132.64
4.32
4.66
5.53
FRG 4132.75
4.95
5.34
6.35
FRG 5132.88
5.50
5.93
7.05
FRG 6132.83
5.93
6.40
7.50
8.638.239.41
FRG 3132.64
4.91
5.49
6.63
FRG 4132.75
5.64
6.30
7.60
FRG 5132.88
6.15
6.67
7.75
FRG 6132.83
6.20
6.73
7.82
7.757.408.46
FRG 3132.64
4.60
5.07
6.07
FRG 4132.75
5.28
5.82
6.97
FRG 5132.88
5.86
6.46
7.46
FRG 6132.83
6.08
6.52
7.53
6.746.447.35
FRG 3132.64
4.23
4.58
5.44
FRG 4132.75
4.85
5.25
6.25
FRG 5132.88
5.39
5.83
6.93
FRG 6132.83
5.81
6.26
7.19
0.18
0.37
0.47 1.69
2.48
0.20
0.50
0.62 2.23
3.39
0.22
0.61
0.73 2.65
3.85
0.21
0.68
0.80 2.86
4.16
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
34412 22.96 7.04 6.11 23.14 2886 3032 3327 1.08
7331 3 2096 2593 3.11 60.0 4.2 1.80
4 2592 3415 3.43 60.0 4.2 1.80
5 3016 4208 3.96 60.0 4.2 1.80
6 3081 4892 5.38 60.0 4.2 1.80
505
33
471
161.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 14 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.5812.0910.87
FRG 3133.55
6.10
6.82
8.23
FRG 4133.85
6.66
7.21
8.36
FRG 5134.03
6.73
7.30
8.48
FRG 6133.95
6.78
7.36
8.57
9.5710.93
9.83
FRG 3133.50
5.75
6.35
7.62
FRG 4133.85
6.55
7.03
8.11
FRG 5134.03
6.61
7.11
8.22
FRG 6133.95
6.67
7.17
8.30
8.399.578.62
FRG 3133.43
5.31
5.77
6.87
FRG 4133.82
6.08
6.61
7.76
FRG 5134.03
6.46
6.86
7.86
FRG 6133.95
6.50
6.92
7.94
7.768.857.97
FRG 3133.39
5.07
5.46
6.48
FRG 4133.77
5.81
6.25
7.42
FRG 5134.03
6.36
6.71
7.67
FRG 6133.95
6.41
6.76
7.74
6.767.706.94
FRG 3133.31
4.67
4.96
5.85
FRG 4133.68
5.35
5.68
6.70
FRG 5133.97
5.93
6.30
7.33
FRG 6133.95
6.18
6.51
7.40
11.7013.3712.02
FRG 3133.60
6.42
7.18
8.65
FRG 4133.85
7.21
7.80
9.05
FRG 5134.03
7.28
7.91
9.21
FRG 6133.95
7.36
8.00
9.32
10.4711.9610.75
FRG 3133.55
6.01
6.61
7.92
FRG 4133.85
6.88
7.55
8.69
FRG 5134.03
7.13
7.65
8.82
FRG 6133.95
7.19
7.73
8.94
9.0610.34
9.31
FRG 3133.48
5.51
5.96
7.09
FRG 4133.85
6.32
6.83
8.12
FRG 5134.03
6.92
7.32
8.38
FRG 6133.95
6.91
7.38
8.48
11.1112.6911.41
FRG 3133.58
6.26
6.99
8.44
FRG 4133.85
6.84
7.42
8.60
FRG 5134.03
6.92
7.50
8.73
FRG 6133.95
6.98
7.57
8.82
10.0011.4210.27
FRG 3133.53
5.87
6.48
7.76
FRG 4133.85
6.72
7.21
8.30
FRG 5134.03
6.78
7.28
8.42
FRG 6133.95
6.84
7.36
8.51
8.719.948.95
FRG 3133.46
5.41
5.86
6.98
FRG 4133.84
6.20
6.72
7.92
FRG 5134.03
6.61
7.01
8.03
FRG 6133.95
6.67
7.07
8.11
0.17
0.37
0.47 1.68
2.46
0.21
0.48
0.57 2.06
2.79
0.25
0.56
0.64 2.23
3.12
0.25
0.61
0.68 2.40
3.19
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30521 21.29 8.71 5.85 22.68 2783 2421 2491 1.08
5257 3 2005 2569 4.66 60.0 4.2 1.80
4 2479 3371 5.14 60.0 4.2 1.80
5 2885 4139 5.94 60.0 4.2 1.80
6 2947 4794 7.90 60.0 4.2 1.80
536
56
480
171.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 14 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.9012.8611.20
FRG 514R3.11
5.95
6.66
7.88
FRG 614R3.23
6.34
6.88
7.98
FRG 714R3.44
6.38
6.92
8.05
FRG 814R3.30
6.42
6.96
8.09
8.0511.6010.11
FRG 514R3.11
5.60
6.18
7.41
FRG 614R3.23
6.15
6.69
7.71
FRG 714R3.44
6.28
6.74
7.78
FRG 814R3.30
6.30
6.78
7.83
7.0410.13
8.84
FRG 514R3.11
5.16
5.60
6.67
FRG 614R3.23
5.67
6.16
7.33
FRG 714R3.44
6.09
6.49
7.44
FRG 814R3.30
6.15
6.53
7.49
6.519.358.16
FRG 514R3.11
4.93
5.30
6.28
FRG 614R3.23
5.41
5.82
6.90
FRG 714R3.44
5.81
6.25
7.25
FRG 814R3.30
6.06
6.39
7.30
5.678.117.09
FRG 514R3.11
4.53
4.81
5.67
FRG 614R3.23
4.98
5.28
6.23
FRG 714R3.44
5.35
5.67
6.69
FRG 814R3.30
5.62
5.96
6.98
9.8614.2712.42
FRG 514R3.11
6.27
7.00
8.44
FRG 614R3.23
6.88
7.44
8.63
FRG 714R3.44
6.93
7.51
8.73
FRG 814R3.30
6.96
7.55
8.79
8.8112.7211.08
FRG 514R3.11
5.86
6.44
7.71
FRG 614R3.23
6.43
7.07
8.28
FRG 714R3.44
6.76
7.25
8.36
FRG 814R3.30
6.80
7.30
8.42
7.6110.96
9.56
FRG 514R3.11
5.37
5.79
6.88
FRG 614R3.23
5.89
6.36
7.56
FRG 714R3.44
6.33
6.83
7.94
FRG 814R3.30
6.59
6.98
8.00
9.3513.5211.78
FRG 514R3.11
6.11
6.83
8.11
FRG 614R3.23
6.51
7.07
8.21
FRG 714R3.44
6.57
7.13
8.28
FRG 814R3.30
6.59
7.17
8.34
8.4112.1310.57
FRG 514R3.11
5.72
6.30
7.55
FRG 614R3.23
6.29
6.86
7.90
FRG 714R3.44
6.44
6.92
7.98
FRG 814R3.30
6.48
6.95
8.02
7.3210.53
9.18
FRG 514R3.11
5.26
5.70
6.78
FRG 614R3.23
5.78
6.26
7.44
FRG 714R3.44
6.21
6.65
7.61
FRG 814R3.30
6.30
6.68
7.65
0.27
0.61
0.77 2.78
4.19
0.29
0.73
0.88 3.17
4.56
0.33
0.82
0.96 3.45
4.91
0.30
0.89
1.01 3.62
5.22
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
44832 22.03 7.97 5.43 22.38 5146 3498 4456 1.08
8433 5 3314 4238 4.00 60.0 4.2 1.80
6 4047 5113 3.12 60.0 4.2 1.80
7 4520 5897 3.49 60.0 4.2 1.80
8 4476 6511 5.67 60.0 4.2 1.80
512
47
465
160.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 14 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.3819.1812.82
FRG 514R4.25
6.98
7.55
8.75
FRG 614R4.41
7.03
7.63
8.86
FRG 714R4.70
7.09
7.71
8.96
FRG 814R4.51
7.13
7.75
9.03
10.3117.3411.60
FRG 514R4.25
6.86
7.36
8.50
FRG 614R4.41
6.92
7.44
8.59
FRG 714R4.70
6.98
7.50
8.69
FRG 814R4.51
7.01
7.55
8.75
9.0415.1710.17
FRG 514R4.25
6.47
7.04
8.13
FRG 614R4.41
6.76
7.17
8.23
FRG 714R4.70
6.80
7.24
8.30
FRG 814R4.51
6.84
7.27
8.36
8.3714.01
9.40
FRG 514R4.25
6.18
6.66
7.91
FRG 614R4.41
6.66
7.02
8.01
FRG 714R4.70
6.71
7.07
8.09
FRG 814R4.51
6.74
7.11
8.15
7.2912.16
8.19
FRG 514R4.14
5.70
6.06
7.15
FRG 614R4.41
6.25
6.64
7.67
FRG 714R4.70
6.52
6.82
7.75
FRG 814R4.51
6.55
6.84
7.78
12.5721.2314.16
FRG 514R4.25
7.55
8.19
9.48
FRG 614R4.41
7.63
8.28
9.63
FRG 714R4.70
7.70
8.36
9.75
FRG 814R4.51
7.75
8.42
9.82
11.2618.9812.68
FRG 514R4.25
7.32
7.92
9.11
FRG 614R4.41
7.46
8.00
9.23
FRG 714R4.70
7.52
8.07
9.34
FRG 814R4.51
7.57
8.13
9.42
9.7616.4010.98
FRG 514R4.25
6.72
7.27
8.65
FRG 614R4.41
7.24
7.65
8.76
FRG 714R4.70
7.30
7.73
8.86
FRG 814R4.51
7.34
7.77
8.92
11.9520.1513.45
FRG 514R4.25
7.17
7.76
9.00
FRG 614R4.41
7.24
7.84
9.11
FRG 714R4.70
7.30
7.92
9.23
FRG 814R4.51
7.34
7.98
9.30
10.7618.1212.12
FRG 514R4.25
7.03
7.55
8.69
FRG 614R4.41
7.10
7.63
8.80
FRG 714R4.70
7.16
7.69
8.90
FRG 814R4.51
7.21
7.75
8.96
9.3915.7610.56
FRG 514R4.25
6.59
7.15
8.30
FRG 614R4.41
6.92
7.34
8.40
FRG 714R4.70
6.98
7.40
8.49
FRG 814R4.51
7.01
7.44
8.55
0.30
0.59
0.69 2.49
3.49
0.34
0.68
0.77 2.72
3.73
0.39
0.75
0.82 2.87
3.82
0.36
0.75
0.82 2.89
3.86
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
39355 20.35 9.65 5.16 21.96 4925 2869 3246 1.08
6118 5 3149 4178 6.68 60.0 4.2 1.80
6 3845 5026 5.21 60.0 4.2 1.80
7 4294 5779 5.83 60.0 4.2 1.80
8 4252 6357 9.03 60.0 4.2 1.80
548
77
471
169.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 14 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.0313.2912.95
FRG 617R3.66
6.36
6.90
7.98
FRG 717R3.92
6.40
6.94
8.05
FRG 817R4.13
6.45
6.99
8.13
8.1611.9811.68
FRG 617R3.66
6.05
6.68
7.73
FRG 717R3.92
6.30
6.76
7.80
FRG 817R4.13
6.34
6.80
7.86
7.1410.4610.19
FRG 617R3.66
5.58
6.06
7.21
FRG 717R3.92
6.01
6.51
7.46
FRG 817R4.13
6.19
6.56
7.51
6.609.659.41
FRG 617R3.66
5.32
5.73
6.79
FRG 717R3.92
5.73
6.16
7.26
FRG 817R4.13
6.09
6.42
7.32
5.758.378.16
FRG 617R3.66
4.90
5.20
6.13
FRG 717R3.92
5.27
5.59
6.60
FRG 817R4.13
5.62
5.96
7.01
10.0014.7414.36
FRG 617R3.66
6.78
7.48
8.65
FRG 717R3.92
6.96
7.53
8.75
FRG 817R4.13
6.99
7.59
8.82
8.9313.1412.81
FRG 617R3.66
6.33
6.96
8.30
FRG 717R3.92
6.79
7.27
8.38
FRG 817R4.13
6.84
7.33
8.46
7.7211.3211.03
FRG 617R3.66
5.80
6.26
7.44
FRG 717R3.92
6.24
6.74
7.96
FRG 817R4.13
6.63
7.01
8.01
9.4913.9713.62
FRG 617R3.66
6.54
7.09
8.21
FRG 717R3.92
6.59
7.15
8.28
FRG 817R4.13
6.63
7.20
8.36
8.5312.5312.21
FRG 617R3.66
6.18
6.81
7.92
FRG 717R3.92
6.46
6.94
7.99
FRG 817R4.13
6.51
6.98
8.05
7.4210.8710.60
FRG 617R3.66
5.69
6.16
7.32
FRG 717R3.92
6.12
6.63
7.61
FRG 817R4.13
6.34
6.71
7.69
0.37
0.71
0.87 3.18
4.59
0.43
0.81
0.95 3.41
4.94
0.48
0.90
1.01 3.66
5.30
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
45834 21.79 8.21 3.92 21.58 5323 3551 5181 1.08
8372 6 3627 4950 4.74 60.0 4.2 1.80
7 4126 5735 4.65 60.0 4.2 1.80
8 4623 6511 4.57 60.0 4.2 1.80
512
56
456
156.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 14 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.3819.6814.09
FRG 617R5.00
7.05
7.65
8.86
FRG 717R5.36
7.11
7.71
8.96
FRG 817R5.65
7.17
7.78
9.05
10.3117.7812.75
FRG 617R5.00
6.94
7.46
8.59
FRG 717R5.36
6.99
7.51
8.69
FRG 817R5.65
7.03
7.57
8.76
9.0415.5511.17
FRG 617R5.00
6.76
7.19
8.23
FRG 717R5.36
6.82
7.25
8.30
FRG 817R5.65
6.87
7.30
8.38
8.3714.3610.33
FRG 617R5.00
6.67
7.03
8.01
FRG 717R5.35
6.72
7.09
8.09
FRG 817R5.65
6.76
7.15
8.17
7.2912.47
8.98
FRG 617R4.85
6.15
6.54
7.67
FRG 717R5.17
6.53
6.82
7.75
FRG 817R5.47
6.57
6.88
7.81
12.5721.7815.58
FRG 617R5.00
7.65
8.28
9.61
FRG 717R5.36
7.71
8.37
9.75
FRG 817R5.65
7.78
8.46
9.86
11.2619.4713.94
FRG 617R5.00
7.48
8.01
9.23
FRG 717R5.36
7.53
8.09
9.34
FRG 817R5.65
7.61
8.17
9.44
9.7616.8212.07
FRG 617R5.00
7.25
7.67
8.76
FRG 717R5.36
7.30
7.75
8.86
FRG 817R5.65
7.36
7.80
8.96
11.9520.6714.80
FRG 617R5.00
7.25
7.86
9.11
FRG 717R5.36
7.30
7.94
9.23
FRG 817R5.65
7.36
8.00
9.32
10.7618.5913.32
FRG 617R5.00
7.11
7.63
8.80
FRG 717R5.36
7.17
7.71
8.90
FRG 817R5.65
7.23
7.76
9.00
9.3916.1611.60
FRG 617R5.00
6.94
7.34
8.40
FRG 717R5.36
6.99
7.40
8.49
FRG 817R5.65
7.03
7.48
8.57
0.41
0.67
0.76 2.69
3.73
0.47
0.75
0.82 2.87
3.82
0.53
0.76
0.83 2.93
3.89
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
39912 20.13 9.87 3.69 21.28 5055 2868 3583 1.08
6065 6 3418 4863 9.76 60.0 4.2 1.80
7 3889 5617 9.58 60.0 4.2 1.80
8 4357 6357 9.42 60.0 4.2 1.80
548
92
456
163.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 16 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.468.189.23
FRG 3132.56
4.86
5.43
6.55
FRG 4132.67
5.57
6.23
7.52
FRG 5132.79
6.19
6.73
7.80
FRG 6132.74
6.24
6.78
7.88
7.687.438.37
FRG 3132.56
4.57
5.06
6.07
FRG 4132.67
5.25
5.81
6.97
FRG 5132.79
5.83
6.45
7.57
FRG 6132.74
6.15
6.61
7.65
6.766.547.37
FRG 3132.56
4.23
4.60
5.48
FRG 4132.67
4.86
5.28
6.29
FRG 5132.79
5.39
5.87
6.99
FRG 6132.74
5.82
6.33
7.32
6.276.076.83
FRG 3132.56
4.04
4.36
5.17
FRG 4132.67
4.64
5.00
5.93
FRG 5132.79
5.15
5.55
6.59
FRG 6132.74
5.56
5.99
7.12
5.495.315.97
FRG 3132.56
3.73
3.96
4.68
FRG 4132.67
4.28
4.55
5.37
FRG 5132.79
4.75
5.05
5.96
FRG 6132.74
5.13
5.45
6.44
9.329.02
10.18
FRG 3132.56
5.10
5.71
6.88
FRG 4132.67
5.86
6.55
7.90
FRG 5132.79
6.51
7.26
8.44
FRG 6132.74
6.74
7.32
8.53
8.388.109.14
FRG 3132.56
4.78
5.26
6.30
FRG 4132.67
5.49
6.04
7.24
FRG 5132.79
6.09
6.71
8.04
FRG 6132.74
6.58
7.09
8.19
7.287.057.94
FRG 3132.56
4.39
4.75
5.65
FRG 4132.67
5.04
5.46
6.49
FRG 5132.79
5.60
6.06
7.20
FRG 6132.74
6.05
6.54
7.78
8.878.589.68
FRG 3132.56
4.98
5.56
6.71
FRG 4132.67
5.71
6.39
7.70
FRG 5132.79
6.34
6.90
8.01
FRG 6132.74
6.42
6.96
8.10
8.017.758.74
FRG 3132.56
4.67
5.16
6.18
FRG 4132.67
5.37
5.92
7.10
FRG 5132.79
5.96
6.58
7.75
FRG 6132.74
6.30
6.76
7.82
7.016.787.64
FRG 3132.56
4.31
4.67
5.56
FRG 4132.67
4.95
5.37
6.39
FRG 5132.79
5.49
5.96
7.09
FRG 6132.74
5.93
6.43
7.48
0.17
0.38
0.47 1.70
2.48
0.18
0.50
0.62 2.24
3.38
0.20
0.61
0.76 2.77
3.96
0.19
0.70
0.82 2.96
4.33
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
40643 24.63 7.37 6.73 24.95 3155 3270 3587 1.08
8274 3 2308 2790 2.92 60.0 4.2 1.80
4 2854 3676 3.21 60.0 4.2 1.80
5 3321 4535 3.71 60.0 4.2 1.80
6 3392 5284 5.04 60.0 4.2 1.80
552
33
519
181.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 16 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.9112.6511.21
FRG 3133.44
6.19
6.92
8.35
FRG 4133.71
6.91
7.50
8.69
FRG 5133.88
6.98
7.57
8.80
FRG 6133.81
7.03
7.65
8.90
9.9211.4910.19
FRG 3133.40
5.84
6.47
7.77
FRG 4133.71
6.70
7.32
8.44
FRG 5133.88
6.86
7.40
8.55
FRG 6133.81
6.92
7.46
8.65
8.7410.11
8.97
FRG 3133.34
5.42
5.90
7.03
FRG 4133.71
6.21
6.76
8.06
FRG 5133.88
6.71
7.13
8.19
FRG 6133.81
6.76
7.19
8.27
8.119.378.32
FRG 3133.31
5.18
5.59
6.64
FRG 4133.68
5.93
6.40
7.61
FRG 5133.88
6.58
6.99
8.00
FRG 6133.81
6.61
7.04
8.07
7.098.197.28
FRG 3133.24
4.78
5.09
6.01
FRG 4133.60
5.48
5.83
6.89
FRG 5133.88
6.08
6.47
7.64
FRG 6133.81
6.30
6.70
7.73
12.0013.9212.33
FRG 3133.48
6.50
7.27
8.77
FRG 4133.71
7.45
8.08
9.38
FRG 5133.88
7.53
8.19
9.53
FRG 6133.81
7.61
8.26
9.65
10.8012.5211.10
FRG 3133.44
6.10
6.73
8.06
FRG 4133.71
6.99
7.71
9.03
FRG 5133.88
7.38
7.92
9.17
FRG 6133.81
7.44
8.00
9.27
9.4110.89
9.66
FRG 3133.38
5.62
6.09
7.24
FRG 4133.71
6.44
6.98
8.30
FRG 5133.88
7.14
7.59
8.71
FRG 6133.81
7.23
7.67
8.80
11.4313.2511.74
FRG 3133.46
6.34
7.09
8.55
FRG 4133.71
7.09
7.69
8.92
FRG 5133.88
7.17
7.78
9.05
FRG 6133.81
7.23
7.85
9.15
10.3411.9810.62
FRG 3133.42
5.97
6.59
7.91
FRG 4133.71
6.84
7.49
8.63
FRG 5133.88
7.03
7.57
8.75
FRG 6133.81
7.09
7.64
8.85
9.0610.49
9.30
FRG 3133.36
5.51
5.99
7.13
FRG 4133.71
6.32
6.87
8.18
FRG 5133.88
6.86
7.28
8.36
FRG 6133.81
6.87
7.36
8.46
0.16
0.37
0.47 1.69
2.46
0.20
0.49
0.58 2.10
2.92
0.23
0.58
0.65 2.33
3.25
0.22
0.61
0.69 2.42
3.33
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
36172 22.87 9.13 6.45 24.45 3047 2610 2685 1.08
5943 3 2212 2765 4.28 60.0 4.2 1.80
4 2736 3632 4.72 60.0 4.2 1.80
5 3183 4466 5.46 60.0 4.2 1.80
6 3252 5186 7.40 60.0 4.2 1.80
583
56
527
191.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 16 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.1813.5111.55
FRG 514R3.01
6.04
6.75
8.14
FRG 614R3.13
6.59
7.13
8.28
FRG 714R3.33
6.63
7.19
8.36
FRG 814R3.20
6.66
7.23
8.41
8.3412.2410.47
FRG 514R3.01
5.69
6.30
7.56
FRG 614R3.13
6.25
6.91
8.03
FRG 714R3.33
6.51
7.01
8.11
FRG 814R3.20
6.55
7.05
8.15
7.3410.74
9.20
FRG 514R3.01
5.27
5.73
6.83
FRG 614R3.13
5.78
6.29
7.50
FRG 714R3.33
6.22
6.76
7.76
FRG 814R3.20
6.40
6.80
7.80
6.809.948.52
FRG 514R3.01
5.03
5.43
6.44
FRG 614R3.13
5.53
5.96
7.07
FRG 714R3.33
5.94
6.40
7.57
FRG 814R3.20
6.25
6.66
7.61
5.958.677.44
FRG 514R3.01
4.64
4.94
5.83
FRG 614R3.13
5.10
5.42
6.40
FRG 714R3.33
5.48
5.82
6.88
FRG 814R3.20
5.76
6.13
7.23
10.1214.9112.74
FRG 514R3.01
6.35
7.10
8.56
FRG 614R3.13
6.97
7.71
8.96
FRG 714R3.33
7.17
7.76
9.03
FRG 814R3.20
7.21
7.82
9.11
9.0913.3711.43
FRG 514R3.01
5.95
6.55
7.85
FRG 614R3.13
6.53
7.19
8.59
FRG 714R3.33
7.01
7.51
8.69
FRG 814R3.20
7.05
7.57
8.75
7.9011.59
9.92
FRG 514R3.01
5.47
5.92
7.04
FRG 614R3.13
6.00
6.50
7.73
FRG 714R3.33
6.45
6.98
8.25
FRG 814R3.20
6.79
7.25
8.30
9.6214.1712.11
FRG 514R3.01
6.19
6.92
8.34
FRG 614R3.13
6.76
7.32
8.50
FRG 714R3.33
6.80
7.38
8.59
FRG 814R3.20
6.84
7.42
8.65
8.7012.7810.93
FRG 514R3.01
5.82
6.42
7.70
FRG 614R3.13
6.39
7.05
8.23
FRG 714R3.33
6.69
7.19
8.29
FRG 814R3.20
6.72
7.23
8.34
7.6111.15
9.55
FRG 514R3.01
5.37
5.82
6.93
FRG 614R3.13
5.89
6.39
7.61
FRG 714R3.33
6.33
6.87
7.92
FRG 814R3.20
6.55
6.96
7.98
0.24
0.62
0.77 2.79
4.22
0.26
0.74
0.91 3.31
4.79
0.29
0.84
0.98 3.55
5.13
0.27
0.91
1.05 3.78
5.36
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
53248 23.63 8.37 6.01 24.15 5662 3774 4807 1.08
9546 5 3669 4565 3.70 60.0 4.2 1.80
6 4480 5505 2.88 60.0 4.2 1.80
7 5003 6355 3.23 60.0 4.2 1.80
8 4954 7034 5.24 60.0 4.2 1.80
559
47
512
180.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 16 + 16 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.7420.2213.22
FRG 514R4.10
7.25
7.86
9.11
FRG 614R4.25
7.32
7.94
9.21
FRG 714R4.53
7.38
8.00
9.32
FRG 814R4.36
7.42
8.05
9.38
10.6818.3512.02
FRG 514R4.10
7.13
7.67
8.84
FRG 614R4.25
7.19
7.75
8.96
FRG 714R4.53
7.25
7.81
9.05
FRG 814R4.36
7.28
7.86
9.11
9.4216.1310.59
FRG 514R4.10
6.61
7.20
8.48
FRG 614R4.25
7.03
7.48
8.57
FRG 714R4.53
7.09
7.53
8.67
FRG 814R4.36
7.12
7.58
8.73
8.7414.94
9.82
FRG 514R4.10
6.32
6.83
8.11
FRG 614R4.25
6.93
7.32
8.36
FRG 714R4.53
6.98
7.38
8.46
FRG 814R4.36
7.01
7.42
8.51
7.6513.02
8.58
FRG 514R4.06
5.84
6.22
7.35
FRG 614R4.25
6.41
6.82
8.01
FRG 714R4.53
6.80
7.11
8.09
FRG 814R4.36
6.82
7.15
8.14
12.9122.2614.54
FRG 514R4.10
7.82
8.48
9.82
FRG 614R4.25
7.90
8.57
9.96
FRG 714R4.53
7.97
8.65
10.09
FRG 814R4.36
8.01
8.71
10.17
11.6320.0113.09
FRG 514R4.10
7.44
8.21
9.46
FRG 614R4.25
7.73
8.30
9.59
FRG 714R4.53
7.80
8.38
9.71
FRG 814R4.36
7.84
8.44
9.78
10.1417.3911.40
FRG 514R4.10
6.86
7.43
8.85
FRG 614R4.25
7.51
7.96
9.13
FRG 714R4.53
7.57
8.03
9.23
FRG 814R4.36
7.61
8.09
9.28
12.3021.1913.85
FRG 514R4.10
7.44
8.06
9.34
FRG 614R4.25
7.51
8.15
9.48
FRG 714R4.53
7.57
8.23
9.57
FRG 814R4.36
7.61
8.27
9.65
11.1319.1512.53
FRG 514R4.10
7.28
7.86
9.05
FRG 614R4.25
7.38
7.94
9.17
FRG 714R4.53
7.44
8.00
9.27
FRG 814R4.36
7.48
8.05
9.34
9.7616.7410.98
FRG 514R4.10
6.73
7.32
8.65
FRG 614R4.25
7.19
7.65
8.76
FRG 714R4.53
7.25
7.71
8.84
FRG 814R4.36
7.28
7.75
8.92
0.27
0.60
0.72 2.60
3.52
0.30
0.70
0.79 2.80
3.90
0.34
0.78
0.85 2.99
3.99
0.32
0.78
0.86 3.02
4.05
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
46902 21.85 10.15 5.72 23.67 5429 3092 3500 1.08
6934 5 3495 4505 5.88 60.0 4.2 1.80
6 4267 5419 4.59 60.0 4.2 1.80
7 4766 6237 5.14 60.0 4.2 1.80
8 4719 6880 8.33 60.0 4.2 1.80
595
77
518
189.7
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 16 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.3014.0613.32
FRG 617R3.55
6.53
7.17
8.30
FRG 717R3.80
6.67
7.23
8.38
FRG 817R4.01
6.71
7.26
8.46
8.4412.7412.07
FRG 617R3.55
6.16
6.81
8.05
FRG 717R3.80
6.55
7.04
8.13
FRG 817R4.01
6.59
7.09
8.21
7.4311.1810.60
FRG 617R3.55
5.70
6.20
7.39
FRG 717R3.80
6.14
6.67
7.78
FRG 817R4.01
6.44
6.84
7.84
6.8910.34
9.81
FRG 617R3.55
5.44
5.87
6.97
FRG 717R3.80
5.86
6.32
7.50
FRG 817R4.01
6.25
6.71
7.65
6.039.018.55
FRG 617R3.55
5.02
5.34
6.30
FRG 717R3.80
5.41
5.75
6.79
FRG 817R4.01
5.76
6.13
7.23
10.2515.5214.70
FRG 617R3.55
6.87
7.68
8.98
FRG 717R3.80
7.20
7.80
9.07
FRG 817R4.01
7.25
7.86
9.16
9.2113.9213.19
FRG 617R3.55
6.43
7.09
8.49
FRG 717R3.80
6.93
7.55
8.71
FRG 817R4.01
7.09
7.61
8.78
8.0012.0611.43
FRG 617R3.55
5.91
6.40
7.61
FRG 717R3.80
6.37
6.89
8.20
FRG 817R4.01
6.79
7.29
8.36
9.7514.7613.98
FRG 617R3.55
6.69
7.36
8.53
FRG 717R3.80
6.84
7.42
8.61
FRG 817R4.01
6.88
7.48
8.69
8.8113.3012.60
FRG 617R3.55
6.29
6.94
8.25
FRG 717R3.80
6.73
7.21
8.32
FRG 817R4.01
6.76
7.26
8.40
7.7111.6011.00
FRG 617R3.55
5.80
6.30
7.50
FRG 717R3.80
6.25
6.78
7.96
FRG 817R4.01
6.59
6.99
8.01
0.34
0.72
0.90 3.28
4.69
0.39
0.82
0.98 3.55
5.06
0.43
0.91
1.06 3.84
5.36
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
54797 23.35 8.65 4.37 23.24 5903 3825 5581 1.08
9501 6 4046 5342 4.32 60.0 4.2 1.80
7 4603 6192 4.24 60.0 4.2 1.80
8 5157 7034 4.17 60.0 4.2 1.80
559
56
503
176.9
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 16 + 16 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.7120.9014.49
FRG 617R4.83
7.34
7.96
9.23
FRG 717R5.17
7.40
8.01
9.32
FRG 817R5.45
7.46
8.09
9.42
10.6518.9713.17
FRG 617R4.83
7.23
7.76
8.98
FRG 717R5.17
7.26
7.83
9.05
FRG 817R5.45
7.32
7.90
9.15
9.3916.6711.60
FRG 617R4.83
7.05
7.50
8.59
FRG 717R5.17
7.11
7.55
8.67
FRG 817R5.45
7.15
7.61
8.76
8.7115.4410.75
FRG 617R4.83
6.83
7.34
8.38
FRG 717R5.17
6.99
7.40
8.46
FRG 817R5.45
7.05
7.46
8.53
7.6313.46
9.39
FRG 617R4.79
6.31
6.72
7.94
FRG 717R5.11
6.78
7.13
8.10
FRG 817R5.41
6.86
7.19
8.17
12.8723.0215.94
FRG 617R4.83
7.92
8.59
9.98
FRG 717R5.17
8.00
8.67
10.09
FRG 817R5.45
8.06
8.76
10.21
11.5920.6914.35
FRG 617R4.83
7.76
8.32
9.61
FRG 717R5.17
7.82
8.40
9.71
FRG 817R5.45
7.88
8.48
9.82
10.1117.9812.49
FRG 617R4.83
7.40
7.99
9.13
FRG 717R5.17
7.59
8.05
9.23
FRG 817R5.45
7.65
8.13
9.32
12.2621.9015.18
FRG 617R4.83
7.53
8.17
9.48
FRG 717R5.17
7.59
8.25
9.59
FRG 817R5.45
7.65
8.32
9.69
11.1019.7913.73
FRG 617R4.83
7.40
7.96
9.17
FRG 717R5.17
7.46
8.01
9.28
FRG 817R5.45
7.51
8.09
9.38
9.7317.3012.03
FRG 617R4.83
7.23
7.67
8.76
FRG 717R5.17
7.26
7.73
8.86
FRG 817R5.45
7.32
7.78
8.94
0.38
0.68
0.79 2.82
3.82
0.44
0.77
0.85 3.01
4.00
0.49
0.79
0.87 3.06
4.08
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
47847 21.57 10.43 4.13 22.87 5617 3083 3850 1.08
6884 6 3823 5256 7.90 60.0 4.2 1.80
7 4350 6075 7.75 60.0 4.2 1.80
8 4873 6880 7.63 60.0 4.2 1.80
595
92
503
183.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 10 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.058.279.48
FRG 3132.74
4.91
5.49
6.63
FRG 4132.85
5.64
6.30
7.55
FRG 5132.99
6.07
6.57
7.63
FRG 6132.93
6.11
6.63
7.71
8.137.438.52
FRG 3132.74
4.60
5.07
6.07
FRG 4132.85
5.28
5.82
6.97
FRG 5132.99
5.86
6.39
7.36
FRG 6132.93
5.99
6.44
7.43
7.076.477.40
FRG 3132.74
4.23
4.58
5.44
FRG 4132.85
4.85
5.25
6.25
FRG 5132.99
5.39
5.83
6.93
FRG 6132.93
5.81
6.19
7.09
6.515.966.82
FRG 3132.74
4.03
4.32
5.12
FRG 4132.85
4.62
4.96
5.87
FRG 5132.99
5.13
5.50
6.52
FRG 6132.93
5.43
5.93
6.90
5.645.175.90
FRG 3132.72
3.70
3.91
4.60
FRG 4132.85
4.24
4.48
5.28
FRG 5132.99
4.71
4.98
5.86
FRG 6132.93
5.08
5.37
6.32
10.109.21
10.58
FRG 3132.74
5.19
5.79
6.97
FRG 4132.85
5.96
6.64
7.99
FRG 5132.99
6.61
7.15
8.28
FRG 6132.93
6.66
7.21
8.38
8.958.189.38
FRG 3132.74
4.83
5.29
6.33
FRG 4132.85
5.54
6.07
7.26
FRG 5132.99
6.15
6.74
7.94
FRG 6132.93
6.49
6.96
8.01
7.677.018.03
FRG 3132.74
4.41
4.74
5.62
FRG 4132.85
5.06
5.44
6.45
FRG 5132.99
5.61
6.04
7.16
FRG 6132.93
6.05
6.51
7.59
9.548.71
10.00
FRG 3132.74
5.05
5.64
6.79
FRG 4132.85
5.79
6.47
7.75
FRG 5132.99
6.24
6.76
7.84
FRG 6132.93
6.29
6.82
7.94
8.527.788.93
FRG 3132.74
4.71
5.18
6.20
FRG 4132.85
5.41
5.94
7.11
FRG 5132.99
6.00
6.55
7.55
FRG 6132.93
6.17
6.61
7.61
7.366.737.70
FRG 3132.74
4.32
4.66
5.53
FRG 4132.85
4.95
5.34
6.35
FRG 5132.99
5.50
5.93
7.05
FRG 6132.93
5.93
6.34
7.25
0.19
0.37
0.47 1.69
2.48
0.21
0.49
0.62 2.23
3.32
0.23
0.60
0.72 2.57
3.74
0.22
0.68
0.79 2.82
4.05
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
34412 22.96 7.04 6.11 23.14 2898 3191 3352 1.08
7331 3 2096 2593 3.37 60.0 4.2 1.80
4 2592 3415 3.72 60.0 4.2 1.80
5 3016 4208 4.30 60.0 4.2 1.80
6 3081 4892 5.83 60.0 4.2 1.80
454
33
421
135.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 10 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.3612.6411.38
FRG 3133.68
6.23
6.97
8.34
FRG 4133.98
6.73
7.30
8.46
FRG 5134.17
6.80
7.38
8.59
FRG 6134.09
6.86
7.46
8.69
10.2411.3810.25
FRG 3133.63
5.85
6.46
7.74
FRG 4133.98
6.61
7.09
8.18
FRG 5134.17
6.69
7.18
8.28
FRG 6134.09
6.74
7.25
8.38
8.929.928.94
FRG 3133.55
5.39
5.85
6.96
FRG 4133.95
6.18
6.70
7.82
FRG 5134.17
6.51
6.92
7.92
FRG 6134.09
6.57
6.98
8.00
8.239.148.24
FRG 3133.50
5.14
5.52
6.55
FRG 4133.89
5.89
6.33
7.50
FRG 5134.17
6.42
6.76
7.71
FRG 6134.09
6.48
6.82
7.78
7.147.927.15
FRG 3133.41
4.73
5.01
5.91
FRG 4133.79
5.42
5.74
6.77
FRG 5134.09
6.00
6.36
7.38
FRG 6134.09
6.27
6.55
7.44
12.6214.0612.64
FRG 3133.74
6.57
7.33
8.84
FRG 4133.98
7.32
7.92
9.19
FRG 5134.17
7.40
8.01
9.32
FRG 6134.09
7.48
8.11
9.46
11.2412.5111.25
FRG 3133.68
6.13
6.73
8.05
FRG 4133.98
7.02
7.65
8.80
FRG 5134.17
7.23
7.75
8.94
FRG 6134.09
7.29
7.82
9.03
9.6710.75
9.68
FRG 3133.60
5.61
6.05
7.18
FRG 4133.98
6.42
6.93
8.23
FRG 5134.17
6.99
7.40
8.46
FRG 6134.09
7.04
7.46
8.55
11.9613.3111.98
FRG 3133.71
6.40
7.15
8.57
FRG 4133.98
6.93
7.51
8.71
FRG 5134.17
6.99
7.59
8.84
FRG 6134.09
7.06
7.67
8.94
10.7111.9210.73
FRG 3133.65
5.99
6.59
7.89
FRG 4133.98
6.80
7.28
8.38
FRG 5134.17
6.86
7.36
8.50
FRG 6134.09
6.92
7.44
8.59
9.2810.32
9.29
FRG 3133.58
5.50
5.95
7.07
FRG 4133.98
6.30
6.81
8.00
FRG 5134.17
6.69
7.07
8.09
FRG 6134.09
6.74
7.13
8.19
0.18
0.37
0.47 1.68
2.42
0.22
0.48
0.56 2.02
2.76
0.26
0.56
0.63 2.21
3.07
0.26
0.62
0.67 2.35
3.12
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
30521 21.29 8.71 5.85 22.68 2794 2499 2503 1.08
5257 3 2005 2569 5.11 60.0 4.2 1.80
4 2479 3371 5.63 60.0 4.2 1.80
5 2885 4139 6.50 60.0 4.2 1.80
6 2947 4794 8.18 60.0 4.2 1.80
493
56
437
149.1
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.7313.4911.75
FRG 514R3.21
6.10
6.82
8.00
FRG 614R3.34
6.42
6.96
8.07
FRG 714R3.56
6.48
7.01
8.15
FRG 814R3.42
6.49
7.05
8.21
8.7512.1110.55
FRG 514R3.21
5.72
6.30
7.55
FRG 614R3.34
6.28
6.76
7.78
FRG 714R3.56
6.36
6.82
7.86
FRG 814R3.42
6.38
6.85
7.92
7.6110.51
9.17
FRG 514R3.21
5.26
5.69
6.77
FRG 614R3.34
5.77
6.25
7.44
FRG 714R3.56
6.20
6.56
7.51
FRG 814R3.42
6.23
6.59
7.55
7.019.678.44
FRG 514R3.21
5.01
5.37
6.37
FRG 614R3.34
5.50
5.90
6.99
FRG 714R3.56
5.91
6.34
7.31
FRG 814R3.42
6.13
6.45
7.36
6.088.357.29
FRG 514R3.21
4.60
4.86
5.73
FRG 614R3.34
5.05
5.34
6.29
FRG 714R3.56
5.42
5.74
6.76
FRG 814R3.42
5.70
6.03
7.03
10.8515.0613.11
FRG 514R3.21
6.44
7.18
8.65
FRG 614R3.34
6.99
7.57
8.76
FRG 714R3.56
7.05
7.63
8.86
FRG 814R3.42
7.09
7.68
8.94
9.6313.3411.62
FRG 514R3.21
6.00
6.57
7.86
FRG 614R3.34
6.59
7.22
8.40
FRG 714R3.56
6.88
7.36
8.48
FRG 814R3.42
6.92
7.40
8.53
8.2511.41
9.95
FRG 514R3.21
5.47
5.89
6.99
FRG 614R3.34
6.01
6.47
7.68
FRG 714R3.56
6.46
6.95
8.03
FRG 814R3.42
6.69
7.07
8.07
10.2614.2312.39
FRG 514R3.21
6.26
6.99
8.21
FRG 614R3.34
6.61
7.17
8.30
FRG 714R3.56
6.67
7.23
8.38
FRG 814R3.42
6.69
7.26
8.44
9.1712.6911.06
FRG 514R3.21
5.85
6.43
7.70
FRG 614R3.34
6.43
6.94
7.99
FRG 714R3.56
6.53
6.99
8.05
FRG 814R3.42
6.56
7.03
8.11
7.9210.94
9.54
FRG 514R3.21
5.36
5.79
6.88
FRG 614R3.34
5.89
6.36
7.56
FRG 714R3.56
6.33
6.71
7.67
FRG 814R3.42
6.38
6.74
7.73
0.28
0.61
0.76 2.77
4.14
0.30
0.72
0.87 3.14
4.44
0.34
0.82
0.95 3.41
4.79
0.32
0.89
1.00 3.55
5.12
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
44832 22.03 7.97 5.43 22.38 5146 3657 4456 1.08
8433 5 3314 4238 4.40 60.0 4.2 1.80
6 4047 5113 3.43 60.0 4.2 1.80
7 4520 5897 3.84 60.0 4.2 1.80
8 4476 6511 6.23 60.0 4.2 1.80
464
47
417
136.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.1319.9313.31
FRG 514R4.38
7.05
7.63
8.84
FRG 614R4.55
7.11
7.71
8.96
FRG 714R4.85
7.17
7.78
9.06
FRG 814R4.66
7.21
7.84
9.13
10.9417.9512.00
FRG 514R4.38
6.92
7.44
8.55
FRG 614R4.55
6.99
7.50
8.67
FRG 714R4.85
7.04
7.57
8.76
FRG 814R4.66
7.08
7.61
8.82
9.5515.6310.47
FRG 514R4.38
6.57
7.13
8.19
FRG 614R4.55
6.82
7.23
8.28
FRG 714R4.85
6.87
7.28
8.36
FRG 814R4.66
6.90
7.33
8.42
8.8114.39
9.66
FRG 514R4.37
6.26
6.74
7.98
FRG 614R4.55
6.72
7.07
8.07
FRG 714R4.85
6.76
7.13
8.15
FRG 814R4.66
6.80
7.17
8.21
7.6512.45
8.38
FRG 514R4.25
5.76
6.11
7.21
FRG 614R4.55
6.32
6.70
7.71
FRG 714R4.85
6.57
6.86
7.78
FRG 814R4.66
6.61
6.90
7.84
13.4622.1614.77
FRG 514R4.38
7.65
8.28
9.59
FRG 614R4.55
7.73
8.38
9.75
FRG 714R4.85
7.80
8.48
9.86
FRG 814R4.66
7.86
8.53
9.96
12.0019.7213.17
FRG 514R4.38
7.27
8.00
9.21
FRG 614R4.55
7.55
8.09
9.32
FRG 714R4.85
7.63
8.17
9.44
FRG 814R4.66
7.67
8.23
9.52
10.3316.9411.34
FRG 514R4.38
6.83
7.37
8.73
FRG 614R4.55
7.32
7.74
8.84
FRG 714R4.85
7.38
7.80
8.94
FRG 814R4.66
7.42
7.86
9.01
12.7620.9814.00
FRG 514R4.38
7.25
7.86
9.09
FRG 614R4.55
7.32
7.94
9.23
FRG 714R4.85
7.38
8.01
9.34
FRG 814R4.66
7.42
8.07
9.42
11.4418.7912.55
FRG 514R4.38
7.11
7.61
8.76
FRG 614R4.55
7.18
7.71
8.88
FRG 714R4.85
7.25
7.76
8.98
FRG 814R4.66
7.28
7.82
9.05
9.9316.2510.88
FRG 514R4.38
6.69
7.25
8.36
FRG 614R4.55
6.99
7.40
8.46
FRG 714R4.85
7.04
7.46
8.55
FRG 814R4.66
7.08
7.50
8.61
0.31
0.59
0.68 2.44
3.43
0.35
0.68
0.77 2.70
3.66
0.40
0.74
0.81 2.83
3.75
0.37
0.75
0.82 2.86
3.81
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
39355 20.35 9.65 5.16 21.96 4925 2946 3246 1.08
6118 5 3149 4178 7.66 60.0 4.2 1.80
6 3845 5026 5.97 60.0 4.2 1.80
7 4294 5779 6.69 60.0 4.2 1.80
8 4252 6357 9.32 60.0 4.2 1.80
508
77
432
149.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 10 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.8913.9413.58
FRG 617R3.79
6.45
6.98
8.09
FRG 717R4.06
6.49
7.03
8.17
FRG 817R4.28
6.53
7.09
8.25
8.8912.5112.19
FRG 617R3.79
6.18
6.78
7.80
FRG 717R4.06
6.38
6.84
7.88
FRG 817R4.28
6.42
6.88
7.94
7.7410.8510.58
FRG 617R3.79
5.68
6.15
7.32
FRG 717R4.06
6.12
6.58
7.51
FRG 817R4.28
6.25
6.63
7.58
7.139.989.73
FRG 617R3.79
5.41
5.81
6.88
FRG 717R4.06
5.82
6.25
7.32
FRG 817R4.28
6.16
6.48
7.38
6.178.628.40
FRG 617R3.79
4.97
5.26
6.19
FRG 717R4.06
5.35
5.66
6.67
FRG 817R4.28
5.70
6.03
7.05
11.0215.5615.16
FRG 617R3.79
6.96
7.59
8.78
FRG 717R4.06
7.07
7.65
8.88
FRG 817R4.28
7.13
7.72
8.98
9.7813.7813.43
FRG 617R3.79
6.48
7.10
8.40
FRG 717R4.06
6.90
7.38
8.50
FRG 817R4.28
6.96
7.44
8.57
8.3911.7911.49
FRG 617R3.79
5.91
6.37
7.56
FRG 717R4.06
6.37
6.85
8.03
FRG 817R4.28
6.73
7.09
8.11
10.4314.7114.33
FRG 617R3.79
6.63
7.19
8.32
FRG 717R4.06
6.69
7.25
8.40
FRG 817R4.28
6.73
7.30
8.48
9.3213.1212.78
FRG 617R3.79
6.32
6.95
8.00
FRG 717R4.06
6.55
7.01
8.07
FRG 817R4.28
6.59
7.07
8.15
8.0511.3011.01
FRG 617R3.79
5.79
6.26
7.43
FRG 717R4.06
6.24
6.74
7.69
FRG 817R4.28
6.42
6.78
7.75
0.39
0.71
0.85 3.08
4.44
0.45
0.80
0.93 3.35
4.79
0.50
0.89
1.00 3.57
5.16
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
45834 21.79 8.21 3.92 21.58 5323 3720 5181 1.08
8372 6 3627 4950 5.32 60.0 4.2 1.80
7 4126 5735 5.22 60.0 4.2 1.80
8 4623 6511 5.13 60.0 4.2 1.80
464
56
409
132.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 10 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.1520.4514.64
FRG 617R5.16
7.13
7.73
8.96
FRG 717R5.54
7.19
7.79
9.05
FRG 817R5.83
7.25
7.86
9.17
10.9618.4113.19
FRG 617R5.16
6.99
7.51
8.67
FRG 717R5.54
7.05
7.57
8.76
FRG 817R5.83
7.11
7.65
8.84
9.5616.0311.50
FRG 617R5.16
6.83
7.25
8.28
FRG 717R5.54
6.88
7.30
8.36
FRG 817R5.83
6.94
7.36
8.44
8.8314.7610.61
FRG 617R5.15
6.73
7.09
8.07
FRG 717R5.49
6.78
7.14
8.15
FRG 817R5.82
6.82
7.20
8.23
7.6612.76
9.19
FRG 617R4.97
6.22
6.60
7.73
FRG 717R5.30
6.59
6.86
7.78
FRG 817R5.61
6.63
6.92
7.86
13.4822.7316.25
FRG 617R5.16
7.75
8.40
9.75
FRG 717R5.54
7.82
8.48
9.86
FRG 817R5.83
7.90
8.57
10.00
12.0220.2214.48
FRG 617R5.16
7.57
8.11
9.32
FRG 717R5.54
7.64
8.19
9.44
FRG 817R5.83
7.71
8.26
9.55
10.3517.3712.46
FRG 617R5.16
7.34
7.75
8.84
FRG 717R5.54
7.40
7.82
8.94
FRG 817R5.83
7.46
7.88
9.03
12.7821.5315.40
FRG 617R5.16
7.34
7.96
9.23
FRG 717R5.54
7.40
8.02
9.34
FRG 817R5.83
7.46
8.09
9.44
11.4619.2713.80
FRG 617R5.16
7.19
7.71
8.88
FRG 717R5.54
7.25
7.78
8.98
FRG 817R5.83
7.30
7.84
9.07
9.9416.6711.96
FRG 617R5.16
6.99
7.41
8.46
FRG 717R5.54
7.05
7.48
8.55
FRG 817R5.83
7.11
7.53
8.64
0.42
0.67
0.75 2.64
3.69
0.48
0.74
0.81 2.83
3.75
0.54
0.75
0.82 2.88
3.84
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
39912 20.13 9.87 3.69 21.28 5055 2951 3583 1.08
6065 6 3418 4863 10.33 60.0 4.2 1.80
7 3889 5617 11.07 60.0 4.2 1.80
8 4357 6357 11.67 60.0 4.2 1.80
508
92
417
143.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 12 / 60ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.318.619.75
FRG 3132.65
4.98
5.56
6.71
FRG 4132.76
5.71
6.39
7.70
FRG 5132.89
6.28
6.81
7.92
FRG 6132.83
6.32
6.86
8.00
8.417.788.80
FRG 3132.65
4.67
5.16
6.18
FRG 4132.76
5.37
5.92
7.10
FRG 5132.89
5.96
6.58
7.65
FRG 6132.83
6.23
6.69
7.73
7.356.817.70
FRG 3132.65
4.31
4.68
5.56
FRG 4132.76
4.95
5.37
6.39
FRG 5132.89
5.50
5.96
7.09
FRG 6132.83
5.93
6.43
7.38
6.796.307.11
FRG 3132.65
4.11
4.42
5.24
FRG 4132.76
4.72
5.07
6.01
FRG 5132.89
5.24
5.63
6.68
FRG 6132.83
5.66
6.08
7.19
5.915.496.18
FRG 3132.65
3.78
4.01
4.73
FRG 4132.76
4.34
4.60
5.43
FRG 5132.89
4.82
5.11
6.03
FRG 6132.83
5.20
5.52
6.50
10.329.54
10.81
FRG 3132.65
5.24
5.85
7.05
FRG 4132.76
6.02
6.72
8.10
FRG 5132.89
6.69
7.38
8.57
FRG 6132.83
6.86
7.45
8.67
9.218.529.65
FRG 3132.65
4.89
5.38
6.43
FRG 4132.76
5.62
6.17
7.39
FRG 5132.89
6.24
6.86
8.20
FRG 6132.83
6.71
7.19
8.30
7.957.368.32
FRG 3132.65
4.48
4.84
5.74
FRG 4132.76
5.14
5.55
6.59
FRG 5132.89
5.71
6.16
7.32
FRG 6132.83
6.17
6.65
7.88
9.799.05
10.25
FRG 3132.65
5.10
5.71
6.88
FRG 4132.76
5.86
6.55
7.90
FRG 5132.89
6.46
7.01
8.14
FRG 6132.83
6.51
7.06
8.23
8.798.139.20
FRG 3132.65
4.78
5.26
6.31
FRG 4132.76
5.49
6.04
7.24
FRG 5132.89
6.10
6.71
7.84
FRG 6132.83
6.38
6.85
7.92
7.647.078.00
FRG 3132.65
4.39
4.75
5.65
FRG 4132.76
5.04
5.46
6.49
FRG 5132.89
5.60
6.06
7.21
FRG 6132.83
6.05
6.54
7.53
0.17
0.37
0.47 1.69
2.47
0.19
0.50
0.62 2.24
3.37
0.20
0.61
0.74 2.70
3.91
0.20
0.69
0.81 2.92
4.24
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
40643 24.63 7.37 6.73 24.95 3168 3441 3614 1.08
8274 3 2308 2790 3.13 60.0 4.2 1.80
4 2854 3676 3.45 60.0 4.2 1.80
5 3321 4535 3.98 60.0 4.2 1.80
6 3392 5284 5.40 60.0 4.2 1.80
502
33
468
155.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 12 / 35.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
11.7013.2111.71
FRG 3133.56
6.32
7.06
8.52
FRG 4133.83
6.99
7.57
8.78
FRG 5134.01
7.05
7.65
8.90
FRG 6133.94
7.11
7.73
9.01
10.5911.9510.60
FRG 3133.51
5.95
6.57
7.89
FRG 4133.83
6.82
7.38
8.51
FRG 5134.01
6.94
7.46
8.63
FRG 6133.94
6.99
7.53
8.73
9.2810.47
9.30
FRG 3133.45
5.50
5.98
7.12
FRG 4133.83
6.30
6.85
8.15
FRG 5134.01
6.77
7.19
8.25
FRG 6133.94
6.82
7.25
8.34
8.599.688.60
FRG 3133.41
5.25
5.65
6.71
FRG 4133.79
6.02
6.48
7.69
FRG 5134.01
6.67
7.03
8.04
FRG 6133.94
6.72
7.09
8.13
7.488.427.49
FRG 3133.33
4.84
5.14
6.07
FRG 4133.71
5.55
5.89
6.95
FRG 5134.00
6.15
6.53
7.70
FRG 6133.94
6.39
6.79
7.76
12.9314.6112.95
FRG 3133.60
6.65
7.43
8.96
FRG 4133.83
7.55
8.19
9.52
FRG 5134.01
7.65
8.30
9.67
FRG 6133.94
7.72
8.38
9.78
11.5713.0711.59
FRG 3133.56
6.22
6.84
8.20
FRG 4133.83
7.13
7.84
9.13
FRG 5134.01
7.48
8.01
9.27
FRG 6133.94
7.54
8.10
9.38
10.0211.3110.04
FRG 3133.49
5.71
6.17
7.34
FRG 4133.83
6.55
7.08
8.41
FRG 5134.01
7.25
7.68
8.79
FRG 6133.94
7.10
7.75
8.90
12.2813.8712.30
FRG 3133.58
6.48
7.24
8.73
FRG 4133.83
7.18
7.78
9.03
FRG 5134.01
7.25
7.88
9.17
FRG 6133.94
7.32
7.95
9.27
11.0612.4811.07
FRG 3133.54
6.08
6.71
8.04
FRG 4133.83
6.97
7.55
8.71
FRG 5134.01
7.11
7.65
8.84
FRG 6133.94
7.18
7.72
8.94
9.6410.87
9.65
FRG 3133.47
5.60
6.07
7.23
FRG 4133.83
6.42
6.96
8.28
FRG 5134.01
6.94
7.36
8.44
FRG 6133.94
6.99
7.42
8.51
0.17
0.37
0.47 1.68
2.45
0.20
0.48
0.58 2.08
2.86
0.24
0.57
0.65 2.29
3.20
0.23
0.61
0.69 2.42
3.27
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
36172 22.87 9.13 6.45 24.45 3059 2694 2698 1.08
5943 3 2212 2765 4.62 60.0 4.2 1.80
4 2736 3632 5.09 60.0 4.2 1.80
5 3183 4466 5.88 60.0 4.2 1.80
6 3252 5186 7.87 60.0 4.2 1.80
541
56
484
169.1
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.0214.1412.09
FRG 514R3.11
6.18
6.91
8.30
FRG 614R3.23
6.67
7.23
8.38
FRG 714R3.44
6.71
7.28
8.46
FRG 814R3.30
6.74
7.32
8.51
9.0512.7510.91
FRG 514R3.11
5.81
6.41
7.69
FRG 614R3.23
6.38
7.03
8.11
FRG 714R3.44
6.59
7.09
8.19
FRG 814R3.30
6.63
7.13
8.24
7.9211.13
9.53
FRG 514R3.11
5.36
5.82
6.93
FRG 614R3.23
5.89
6.39
7.61
FRG 714R3.44
6.32
6.82
7.82
FRG 814R3.30
6.47
6.86
7.87
7.3210.27
8.80
FRG 514R3.11
5.11
5.50
6.52
FRG 614R3.23
5.61
6.04
7.16
FRG 714R3.44
6.03
6.49
7.63
FRG 814R3.30
6.35
6.72
7.67
6.378.917.65
FRG 514R3.11
4.71
4.99
5.89
FRG 614R3.23
5.17
5.48
6.47
FRG 714R3.44
5.55
5.89
6.95
FRG 814R3.30
5.84
6.20
7.31
11.1015.6913.40
FRG 514R3.11
6.51
7.27
8.76
FRG 614R3.23
7.15
7.82
9.09
FRG 714R3.44
7.28
7.90
9.19
FRG 814R3.30
7.32
7.94
9.25
9.9113.9911.96
FRG 514R3.11
6.08
6.68
8.00
FRG 614R3.23
6.68
7.34
8.71
FRG 714R3.44
7.11
7.63
8.80
FRG 814R3.30
7.15
7.67
8.86
8.5612.0510.31
FRG 514R3.11
5.57
6.02
7.15
FRG 614R3.23
6.12
6.61
7.85
FRG 714R3.44
6.57
7.10
8.34
FRG 814R3.30
6.92
7.34
8.40
10.5314.8812.71
FRG 514R3.11
6.34
7.09
8.53
FRG 614R3.23
6.86
7.44
8.63
FRG 714R3.44
6.90
7.49
8.71
FRG 814R3.30
6.94
7.53
8.76
9.4613.3411.41
FRG 514R3.11
5.94
6.54
7.84
FRG 614R3.23
6.52
7.19
8.30
FRG 714R3.44
6.76
7.26
8.38
FRG 814R3.30
6.80
7.30
8.44
8.2311.57
9.91
FRG 514R3.11
5.46
5.91
7.03
FRG 614R3.23
6.00
6.49
7.72
FRG 714R3.44
6.45
6.98
8.00
FRG 814R3.30
6.63
7.01
8.04
0.25
0.62
0.77 2.78
4.18
0.27
0.74
0.89 3.22
4.67
0.31
0.83
0.97 3.48
5.01
0.28
0.91
1.03 3.71
5.29
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
53248 23.63 8.37 6.01 24.15 5662 3945 4807 1.08
9546 5 3669 4565 4.01 60.0 4.2 1.80
6 4480 5505 3.12 60.0 4.2 1.80
7 5003 6355 3.50 60.0 4.2 1.80
8 4954 7034 5.68 60.0 4.2 1.80
512
47
465
156.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.4920.9713.71
FRG 514R4.22
7.32
7.94
9.19
FRG 614R4.38
7.39
8.01
9.30
FRG 714R4.67
7.45
8.09
9.42
FRG 814R4.49
7.50
8.13
9.50
11.3218.9712.42
FRG 514R4.22
7.21
7.75
8.92
FRG 614R4.38
7.26
7.82
9.03
FRG 714R4.67
7.32
7.88
9.13
FRG 814R4.49
7.36
7.93
9.19
9.9316.6010.89
FRG 514R4.22
6.70
7.29
8.53
FRG 614R4.38
7.09
7.53
8.63
FRG 714R4.67
7.15
7.59
8.73
FRG 814R4.49
7.19
7.65
8.78
9.1915.3410.08
FRG 514R4.22
6.40
6.90
8.19
FRG 614R4.38
6.99
7.38
8.42
FRG 714R4.67
7.03
7.44
8.50
FRG 814R4.49
7.07
7.48
8.55
8.0213.32
8.78
FRG 514R4.17
5.91
6.28
7.41
FRG 614R4.38
6.48
6.89
8.06
FRG 714R4.67
6.84
7.16
8.13
FRG 814R4.49
6.88
7.19
8.19
13.7923.1915.14
FRG 514R4.22
7.92
8.59
9.96
FRG 614R4.38
8.00
8.69
10.09
FRG 714R4.67
8.07
8.76
10.23
FRG 814R4.49
8.13
8.84
10.32
12.3620.7513.57
FRG 514R4.22
7.57
8.30
9.55
FRG 614R4.38
7.82
8.40
9.69
FRG 714R4.67
7.90
8.48
9.80
FRG 814R4.49
7.94
8.53
9.88
10.7217.9411.76
FRG 514R4.22
6.96
7.53
8.96
FRG 614R4.38
7.59
8.03
9.21
FRG 714R4.67
7.65
8.11
9.30
FRG 814R4.49
7.71
8.17
9.38
13.1022.0214.38
FRG 514R4.22
7.51
8.15
9.46
FRG 614R4.38
7.59
8.25
9.57
FRG 714R4.67
7.65
8.32
9.69
FRG 814R4.49
7.71
8.36
9.77
11.8219.8212.96
FRG 514R4.22
7.38
7.92
9.13
FRG 614R4.38
7.46
8.01
9.25
FRG 714R4.67
7.51
8.07
9.34
FRG 814R4.49
7.55
8.13
9.42
10.3117.2511.31
FRG 514R4.22
6.83
7.41
8.73
FRG 614R4.38
7.26
7.71
8.82
FRG 714R4.67
7.32
7.76
8.92
FRG 814R4.49
7.36
7.82
8.98
0.28
0.60
0.71 2.57
3.49
0.31
0.69
0.78 2.75
3.85
0.35
0.77
0.84 2.95
3.92
0.33
0.77
0.85 2.98
3.99
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
46902 21.85 10.15 5.72 23.67 5429 3176 3500 1.08
6934 5 3495 4505 6.52 60.0 4.2 1.80
6 4267 5419 5.08 60.0 4.2 1.80
7 4766 6237 5.69 60.0 4.2 1.80
8 4719 6880 8.97 60.0 4.2 1.80
556
77
479
169.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 12 / 63ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.1614.7213.95
FRG 617R3.66
6.69
7.26
8.42
FRG 717R3.92
6.74
7.30
8.50
FRG 817R4.14
6.78
7.36
8.56
9.1813.2812.58
FRG 617R3.66
6.28
6.94
8.14
FRG 717R3.92
6.63
7.11
8.21
FRG 817R4.14
6.67
7.17
8.28
8.0311.5910.98
FRG 617R3.66
5.80
6.29
7.49
FRG 717R3.92
6.24
6.78
7.85
FRG 817R4.14
6.51
6.90
7.92
7.4210.6910.13
FRG 617R3.66
5.53
5.95
7.06
FRG 717R3.92
5.96
6.41
7.60
FRG 817R4.14
6.35
6.76
7.71
6.469.278.79
FRG 617R3.66
5.09
5.40
6.37
FRG 717R3.92
5.48
5.81
6.86
FRG 817R4.14
5.84
6.20
7.31
11.2616.3415.48
FRG 617R3.66
7.04
7.86
9.11
FRG 717R3.92
7.32
7.94
9.21
FRG 817R4.14
7.37
8.00
9.30
10.0614.5613.80
FRG 617R3.66
6.58
7.23
8.65
FRG 717R3.92
7.08
7.66
8.82
FRG 817R4.14
7.21
7.73
8.90
8.6812.5411.89
FRG 617R3.66
6.03
6.51
7.73
FRG 717R3.92
6.49
7.01
8.32
FRG 817R4.14
6.92
7.38
8.44
10.6815.4914.67
FRG 617R3.66
6.86
7.46
8.65
FRG 717R3.92
6.94
7.51
8.73
FRG 817R4.14
6.98
7.57
8.81
9.6013.8913.16
FRG 617R3.66
6.43
7.08
8.34
FRG 717R3.92
6.80
7.30
8.42
FRG 817R4.14
6.84
7.34
8.48
8.3512.0411.41
FRG 617R3.66
5.91
6.40
7.61
FRG 717R3.92
6.36
6.89
8.01
FRG 817R4.14
6.67
7.07
8.09
0.35
0.72
0.89 3.25
4.60
0.40
0.81
0.96 3.47
4.99
0.45
0.91
1.04 3.76
5.29
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
54797 23.35 8.65 4.37 23.24 5903 4007 5581 1.08
9501 6 4046 5342 4.75 60.0 4.2 1.80
7 4603 6192 4.66 60.0 4.2 1.80
8 5157 7034 4.58 60.0 4.2 1.80
512
56
456
152.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 12 / 38.5ENTREVOUS RESISTANT BETON
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.4721.6815.03
FRG 617R4.97
7.42
8.03
9.32
FRG 717R5.33
7.48
8.11
9.42
FRG 817R5.62
7.53
8.17
9.52
11.3019.6013.61
FRG 617R4.97
7.28
7.84
9.03
FRG 717R5.33
7.34
7.90
9.13
FRG 817R5.62
7.40
7.97
9.23
9.9217.1611.93
FRG 617R4.97
7.11
7.55
8.65
FRG 717R5.33
7.17
7.61
8.74
FRG 817R5.62
7.23
7.68
8.82
9.1815.8511.03
FRG 617R4.97
6.92
7.40
8.44
FRG 717R5.33
7.06
7.46
8.51
FRG 817R5.62
7.11
7.51
8.59
8.0113.77
9.60
FRG 617R4.91
6.38
6.78
8.01
FRG 717R5.24
6.86
7.17
8.15
FRG 817R5.54
6.92
7.23
8.23
13.7723.9716.60
FRG 617R4.97
8.03
8.71
10.11
FRG 717R5.33
8.11
8.80
10.23
FRG 817R5.62
8.17
8.88
10.36
12.3521.4514.87
FRG 617R4.97
7.86
8.42
9.71
FRG 717R5.33
7.92
8.50
9.82
FRG 817R5.62
8.00
8.57
9.92
10.7018.5412.88
FRG 617R4.97
7.52
8.07
9.23
FRG 717R5.33
7.69
8.13
9.32
FRG 817R5.62
7.75
8.21
9.42
13.0922.7615.77
FRG 617R4.97
7.62
8.26
9.59
FRG 717R5.33
7.69
8.34
9.69
FRG 817R5.62
7.75
8.42
9.80
11.8020.4814.21
FRG 617R4.97
7.48
8.03
9.27
FRG 717R5.33
7.53
8.09
9.36
FRG 817R5.62
7.59
8.17
9.46
10.3017.8212.39
FRG 617R4.97
7.28
7.73
8.84
FRG 717R5.33
7.34
7.78
8.92
FRG 817R5.62
7.40
7.86
9.01
0.39
0.68
0.78 2.79
3.79
0.45
0.77
0.84 2.96
3.95
0.51
0.78
0.86 3.01
4.03
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
47847 21.57 10.43 4.13 22.87 5617 3172 3850 1.08
6884 6 3823 5256 9.36 60.0 4.2 1.80
7 4350 6075 9.18 60.0 4.2 1.80
8 4873 6880 9.03 60.0 4.2 1.80
556
92
464
163.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 0 / 60ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
6.354.295.48
FRG 2112.19
3.22
3.55
4.26
FRG 3112.62
3.76
4.07
4.78
FRG 4112.99
3.80
4.13
4.86
FRG 5113.03
3.84
4.17
4.92
5.473.704.72
FRG 2112.19
2.99
3.24
3.85
FRG 3112.62
3.66
3.90
4.53
FRG 4112.99
3.71
3.96
4.61
FRG 5113.03
3.74
3.99
4.67
4.543.093.92
FRG 2112.19
2.68
2.85
3.36
FRG 3112.62
3.32
3.52
4.16
FRG 4112.99
3.57
3.75
4.34
FRG 5113.03
3.61
3.78
4.38
4.082.793.53
FRG 2112.19
2.52
2.65
3.12
FRG 3112.62
3.12
3.28
3.86
FRG 4112.99
3.49
3.65
4.19
FRG 5113.03
3.52
3.67
4.23
3.412.342.96
FRG 2112.09
2.27
2.36
2.76
FRG 3112.59
2.81
2.92
3.42
FRG 4112.90
3.22
3.34
3.91
FRG 5113.01
3.38
3.48
3.99
7.455.016.42
FRG 2112.19
3.48
3.81
4.49
FRG 3112.62
4.30
4.63
5.36
FRG 4112.99
4.37
4.71
5.46
FRG 5113.03
4.42
4.76
5.51
6.254.225.39
FRG 2112.19
3.19
3.42
4.06
FRG 3112.62
3.95
4.24
5.02
FRG 4112.99
4.21
4.46
5.15
FRG 5113.03
4.24
4.49
5.21
5.053.434.36
FRG 2112.19
2.82
2.97
3.49
FRG 3112.62
3.49
3.68
4.32
FRG 4112.99
3.98
4.15
4.78
FRG 5113.03
4.02
4.20
4.84
6.864.625.91
FRG 2112.19
3.34
3.67
4.38
FRG 3112.62
3.94
4.24
4.97
FRG 4112.99
3.98
4.31
5.05
FRG 5113.03
4.02
4.36
5.11
5.833.945.03
FRG 2112.19
3.08
3.33
3.95
FRG 3112.62
3.81
4.05
4.71
FRG 4112.99
3.86
4.11
4.78
FRG 5113.03
3.90
4.15
4.84
4.783.254.13
FRG 2112.19
2.75
2.91
3.42
FRG 3112.62
3.40
3.60
4.24
FRG 4112.99
3.71
3.88
4.47
FRG 5113.03
3.74
3.92
4.52
0.19
0.24
0.29 1.03
1.52
0.29
0.36
0.42 1.52
2.22
0.37
0.47
0.51 1.82
2.56
0.40
0.51
0.55 1.95
2.71
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
5414 10.75 5.25 2.86 11.75 1062 1608 1377 1.15
1030 2 504 823 4.38 60.0 4.2 1.80
3 768 1261 5.24 60.0 4.2 1.80
4 962 1650 5.98 60.0 4.2 1.80
5 1038 1959 6.05 60.0 4.2 1.80
186
28
157
26.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 16 + 0 / 35.5ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.356.667.38
FRG 2113.29
3.93
4.34
5.20
FRG 3114.02
4.28
4.64
5.38
FRG 4114.34
4.34
4.72
5.48
FRG 5114.39
4.39
4.76
5.54
7.205.756.37
FRG 2113.13
3.68
3.99
4.74
FRG 3113.87
4.17
4.45
5.15
FRG 4114.22
4.22
4.51
5.23
FRG 5114.26
4.26
4.57
5.29
5.974.785.29
FRG 2112.94
3.37
3.59
4.24
FRG 3113.63
4.01
4.22
4.86
FRG 4114.06
4.07
4.28
4.96
FRG 5114.11
4.11
4.32
5.01
5.374.314.76
FRG 2112.83
3.21
3.38
3.98
FRG 3113.49
3.92
4.09
4.71
FRG 4113.91
3.97
4.15
4.78
FRG 5114.01
4.01
4.20
4.84
4.483.603.98
FRG 2112.64
2.92
3.03
3.55
FRG 3113.25
3.60
3.74
4.38
FRG 4113.64
3.81
3.94
4.51
FRG 5113.78
3.81
3.96
4.56
9.787.798.64
FRG 2113.36
4.23
4.64
5.55
FRG 3114.02
4.90
5.24
6.00
FRG 4114.58
4.99
5.33
6.13
FRG 5114.64
5.04
5.39
6.22
8.226.567.27
FRG 2113.29
3.93
4.22
5.00
FRG 3114.02
4.71
4.99
5.67
FRG 4114.55
4.78
5.07
5.78
FRG 5114.64
4.84
5.13
5.86
6.655.325.88
FRG 2113.06
3.57
3.76
4.42
FRG 3113.78
4.40
4.64
5.30
FRG 4114.24
4.55
4.74
5.40
FRG 5114.40
4.59
4.80
5.47
9.017.187.96
FRG 2113.36
4.07
4.48
5.37
FRG 3114.02
4.47
4.84
5.57
FRG 4114.55
4.55
4.92
5.68
FRG 5114.59
4.59
4.97
5.74
7.676.136.79
FRG 2113.21
3.79
4.10
4.87
FRG 3113.96
4.34
4.61
5.31
FRG 4114.40
4.40
4.70
5.40
FRG 5114.46
4.46
4.74
5.47
6.295.035.57
FRG 2113.00
3.47
3.67
4.33
FRG 3113.70
4.17
4.36
5.01
FRG 4114.15
4.22
4.44
5.10
FRG 5114.26
4.26
4.47
5.15
0.18
0.22
0.26 0.93
1.36
0.28
0.34
0.38 1.33
1.84
0.35
0.39
0.41 1.45
1.96
0.38
0.39
0.42 1.47
2.01
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
4687 9.89 6.11 2.69 11.68 1021 1291 1136 1.15
767 2 474 812 6.71 60.0 4.2 1.80
3 723 1237 8.03 60.0 4.2 1.80
4 906 1606 9.16 60.0 4.2 1.80
5 976 1891 9.27 60.0 4.2 1.80
200
48
151
30.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 0 / 60ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.084.486.89
FRG 3133.37
3.76
4.07
4.78
FRG 4133.68
3.80
4.13
4.86
FRG 5133.85
3.85
4.19
4.93
FRG 6133.78
3.87
4.21
4.96
6.093.865.92
FRG 3133.18
3.57
3.87
4.55
FRG 4133.54
3.71
3.96
4.61
FRG 5133.74
3.74
4.00
4.67
FRG 6133.76
3.76
4.03
4.71
5.043.224.91
FRG 3132.95
3.26
3.46
4.09
FRG 4133.28
3.57
3.75
4.34
FRG 5133.54
3.61
3.79
4.39
FRG 6133.58
3.63
3.82
4.42
4.532.904.42
FRG 3132.83
3.07
3.23
3.80
FRG 4133.14
3.44
3.62
4.19
FRG 5133.39
3.53
3.69
4.24
FRG 6133.43
3.54
3.71
4.26
3.782.443.69
FRG 3132.61
2.76
2.87
3.36
FRG 4132.91
3.14
3.26
3.81
FRG 5133.14
3.38
3.49
3.99
FRG 6133.17
3.40
3.51
4.01
8.315.248.09
FRG 3133.52
4.17
4.56
5.36
FRG 4133.68
4.38
4.71
5.45
FRG 5133.85
4.43
4.78
5.52
FRG 6133.78
4.46
4.80
5.56
6.964.416.78
FRG 3133.37
3.84
4.12
4.88
FRG 4133.68
4.21
4.46
5.15
FRG 5133.85
4.24
4.51
5.21
FRG 6133.78
4.28
4.53
5.24
5.623.575.47
FRG 3133.10
3.44
3.62
4.25
FRG 4133.45
3.85
4.05
4.76
FRG 5133.72
4.03
4.21
4.84
FRG 6133.76
4.05
4.22
4.88
7.644.837.44
FRG 3133.47
3.94
4.25
4.97
FRG 4133.68
3.98
4.31
5.05
FRG 5133.85
4.03
4.36
5.11
FRG 6133.78
4.05
4.39
5.15
6.504.126.32
FRG 3133.27
3.70
3.99
4.71
FRG 4133.64
3.86
4.11
4.78
FRG 5133.85
3.91
4.17
4.84
FRG 6133.78
3.93
4.19
4.88
5.323.395.17
FRG 3133.02
3.35
3.54
4.17
FRG 4133.36
3.71
3.88
4.47
FRG 5133.63
3.74
3.92
4.53
FRG 6133.67
3.76
3.95
4.55
0.30
0.35
0.40 1.47
2.11
0.37
0.44
0.48 1.73
2.51
0.44
0.51
0.55 1.96
2.71
0.45
0.52
0.55 1.99
2.75
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
5439 10.72 5.28 2.07 11.72 1112 1800 1749 1.15
1030 3 710 1220 7.05 60.0 4.2 1.80
4 877 1583 7.35 60.0 4.2 1.80
5 1021 1919 7.70 60.0 4.2 1.80
6 1043 2145 7.55 60.0 4.2 1.80
186
33
152
24.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 16 + 0 / 35.5ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.306.968.88
FRG 3134.23
4.28
4.65
5.40
FRG 4134.34
4.34
4.72
5.48
FRG 5134.40
4.40
4.78
5.55
FRG 6134.42
4.42
4.81
5.59
8.016.017.65
FRG 3134.00
4.17
4.46
5.17
FRG 4134.22
4.22
4.52
5.24
FRG 5134.28
4.28
4.58
5.30
FRG 6134.30
4.30
4.61
5.34
6.644.996.34
FRG 3133.72
4.02
4.22
4.88
FRG 4134.07
4.07
4.28
4.96
FRG 5134.13
4.13
4.34
5.02
FRG 6134.15
4.15
4.36
5.05
5.974.495.70
FRG 3133.56
3.83
4.04
4.72
FRG 4133.96
3.98
4.16
4.78
FRG 5134.03
4.03
4.21
4.86
FRG 6134.05
4.05
4.22
4.88
4.983.764.76
FRG 3133.29
3.50
3.64
4.27
FRG 4133.66
3.82
3.95
4.51
FRG 5133.86
3.83
3.98
4.57
FRG 6133.88
3.83
3.98
4.59
10.898.14
10.40
FRG 3134.51
4.92
5.26
6.03
FRG 4134.99
4.99
5.34
6.14
FRG 5135.06
5.06
5.42
6.24
FRG 6135.09
5.09
5.44
6.28
9.156.858.74
FRG 3134.23
4.71
5.01
5.69
FRG 4134.71
4.80
5.08
5.78
FRG 5134.86
4.86
5.15
5.88
FRG 6134.90
4.90
5.17
5.92
7.395.557.06
FRG 3133.90
4.27
4.50
5.29
FRG 4134.34
4.55
4.75
5.41
FRG 5134.61
4.61
4.82
5.48
FRG 6134.63
4.63
4.84
5.51
10.037.519.57
FRG 3134.37
4.49
4.86
5.59
FRG 4134.55
4.55
4.94
5.69
FRG 5134.61
4.61
4.99
5.76
FRG 6134.63
4.63
5.02
5.80
8.546.408.15
FRG 3134.11
4.35
4.63
5.32
FRG 4134.42
4.42
4.71
5.41
FRG 5134.47
4.47
4.76
5.48
FRG 6134.49
4.49
4.78
5.51
7.005.266.68
FRG 3133.81
4.14
4.38
5.03
FRG 4134.22
4.22
4.44
5.10
FRG 5134.28
4.28
4.49
5.17
FRG 6134.30
4.30
4.51
5.19
0.29
0.32
0.36 1.26
1.78
0.35
0.39
0.41 1.46
1.96
0.40
0.39
0.42 1.48
2.02
0.40
0.39
0.42 1.48
2.04
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
4704 9.86 6.14 1.94 11.65 1069 1442 1375 1.15
767 3 667 1195 10.80 60.0 4.2 1.80
4 825 1540 11.27 60.0 4.2 1.80
5 960 1850 11.80 60.0 4.2 1.80
6 980 2047 11.57 60.0 4.2 1.80
200
56
143
27.2
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 0 / 60ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.425.576.58
FRG 2112.09
3.64
4.03
4.84
FRG 3112.50
4.50
4.90
5.64
FRG 4112.85
4.56
4.96
5.73
FRG 5112.89
4.61
5.01
5.78
6.444.855.72
FRG 2112.09
3.35
3.64
4.34
FRG 3112.50
4.14
4.50
5.36
FRG 4112.85
4.45
4.76
5.48
FRG 5112.89
4.49
4.80
5.53
5.394.074.79
FRG 2112.09
3.02
3.22
3.80
FRG 3112.50
3.73
3.97
4.70
FRG 4112.85
4.27
4.52
5.20
FRG 5112.89
4.33
4.57
5.24
4.873.694.33
FRG 2112.09
2.84
3.00
3.54
FRG 3112.50
3.51
3.71
4.37
FRG 4112.85
4.03
4.25
5.01
FRG 5112.89
4.23
4.44
5.09
4.103.123.65
FRG 2112.09
2.57
2.68
3.14
FRG 3112.50
3.17
3.31
3.87
FRG 4112.85
3.64
3.79
4.44
FRG 5112.89
3.99
4.16
4.82
8.626.467.64
FRG 2112.09
3.93
4.31
5.16
FRG 3112.50
4.85
5.33
6.24
FRG 4112.85
5.17
5.52
6.35
FRG 5112.89
5.22
5.58
6.44
7.315.496.48
FRG 2112.09
3.56
3.84
4.56
FRG 3112.50
4.40
4.74
5.63
FRG 4112.85
4.99
5.27
6.01
FRG 5112.89
5.05
5.32
6.08
5.974.505.30
FRG 2112.09
3.17
3.35
3.95
FRG 3112.50
3.92
4.14
4.87
FRG 4112.85
4.49
4.74
5.59
FRG 5112.89
4.80
5.03
5.69
7.975.987.07
FRG 2112.09
3.78
4.17
4.99
FRG 3112.50
4.66
5.08
5.82
FRG 4112.85
4.76
5.14
5.92
FRG 5112.89
4.80
5.19
5.98
6.845.156.07
FRG 2112.09
3.45
3.74
4.44
FRG 3112.50
4.26
4.61
5.49
FRG 4112.85
4.63
4.94
5.64
FRG 5112.89
4.67
4.98
5.71
5.664.285.03
FRG 2112.09
3.09
3.28
3.87
FRG 3112.50
3.82
4.05
4.78
FRG 4112.85
4.38
4.65
5.34
FRG 5112.89
4.49
4.72
5.39
0.15
0.25
0.30 1.08
1.57
0.22
0.37
0.45 1.62
2.30
0.28
0.47
0.53 1.91
2.70
0.29
0.56
0.61 2.16
3.06
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
9888 13.51 6.49 4.15 14.95 1469 1986 1751 1.15
1523 2 732 1084 4.18 60.0 4.2 1.80
3 1116 1654 5.00 60.0 4.2 1.80
4 1398 2173 5.71 60.0 4.2 1.80
5 1507 2613 5.78 60.0 4.2 1.80
225
28
197
37.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 11 / 20 + 0 / 35.5ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.608.588.64
FRG 2113.11
4.45
4.93
5.93
FRG 3113.72
5.10
5.48
6.30
FRG 4114.25
5.17
5.55
6.42
FRG 5114.30
5.21
5.61
6.49
8.367.477.53
FRG 2113.11
4.21
4.58
5.46
FRG 3113.72
4.99
5.29
6.04
FRG 4114.25
5.05
5.36
6.14
FRG 5114.30
5.09
5.42
6.21
7.016.276.32
FRG 2113.05
3.86
4.12
4.88
FRG 3113.72
4.76
5.07
5.74
FRG 4114.22
4.88
5.13
5.82
FRG 5114.30
4.94
5.18
5.89
6.345.675.71
FRG 2112.96
3.64
3.86
4.54
FRG 3113.66
4.49
4.75
5.57
FRG 4114.10
4.78
5.00
5.66
FRG 5114.26
4.82
5.05
5.73
5.334.784.81
FRG 2112.81
3.30
3.44
4.04
FRG 3113.47
4.07
4.24
4.97
FRG 4113.89
4.54
4.73
5.39
FRG 5114.03
4.54
4.73
5.44
11.119.92
10.00
FRG 2113.11
4.74
5.22
6.22
FRG 3113.72
5.69
6.09
6.99
FRG 4114.25
5.76
6.19
7.13
FRG 5114.30
5.83
6.26
7.24
9.468.458.52
FRG 2113.11
4.45
4.81
5.71
FRG 3113.72
5.50
5.82
6.62
FRG 4114.25
5.59
5.90
6.74
FRG 5114.30
5.65
5.98
6.84
7.766.936.99
FRG 2113.11
4.05
4.29
5.06
FRG 3113.72
4.99
5.29
6.21
FRG 4114.25
5.36
5.57
6.32
FRG 5114.30
5.41
5.64
6.40
10.309.209.27
FRG 2113.11
4.59
5.07
6.08
FRG 3113.72
5.28
5.67
6.51
FRG 4114.25
5.36
5.74
6.63
FRG 5114.30
5.41
5.82
6.73
8.877.937.99
FRG 2113.11
4.32
4.69
5.58
FRG 3113.72
5.16
5.46
6.23
FRG 4114.25
5.23
5.53
6.32
FRG 5114.30
5.27
5.59
6.41
7.366.586.63
FRG 2113.10
3.95
4.21
4.97
FRG 3113.72
4.87
5.18
5.89
FRG 4114.25
5.05
5.27
5.98
FRG 5114.30
5.09
5.32
6.05
0.16
0.23
0.28 0.99
1.43
0.25
0.35
0.40 1.42
1.95
0.31
0.43
0.47 1.65
2.19
0.34
0.43
0.47 1.65
2.23
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
8613 12.45 7.55 3.93 14.74 1411 1587 1423 1.15
1141 2 691 1073 6.22 60.0 4.2 1.80
3 1054 1629 7.44 60.0 4.2 1.80
4 1321 2130 8.49 60.0 4.2 1.80
5 1425 2545 8.60 60.0 4.2 1.80
248
48
200
46.0
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 0 / 60ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
7.725.877.94
FRG 3133.36
4.44
4.90
5.65
FRG 4133.51
4.57
4.96
5.72
FRG 5133.67
4.61
5.01
5.78
FRG 6133.60
4.65
5.05
5.82
6.705.116.88
FRG 3133.35
4.09
4.44
5.29
FRG 4133.51
4.46
4.76
5.48
FRG 5133.67
4.49
4.81
5.53
FRG 6133.60
4.52
4.84
5.57
5.604.295.76
FRG 3133.17
3.68
3.92
4.64
FRG 4133.51
4.21
4.48
5.20
FRG 5133.67
4.34
4.57
5.24
FRG 6133.60
4.36
4.60
5.28
5.063.885.20
FRG 3133.06
3.47
3.66
4.31
FRG 4133.40
3.96
4.19
4.93
FRG 5133.67
4.24
4.44
5.10
FRG 6133.60
4.26
4.47
5.13
4.263.284.37
FRG 3132.87
3.13
3.27
3.83
FRG 4133.19
3.58
3.73
4.37
FRG 5133.44
3.96
4.12
4.83
FRG 6133.48
4.04
4.20
4.86
8.976.819.22
FRG 3133.36
4.79
5.26
6.24
FRG 4133.51
5.17
5.52
6.34
FRG 5133.67
5.23
5.59
6.44
FRG 6133.60
5.25
5.63
6.49
7.605.797.82
FRG 3133.36
4.35
4.68
5.56
FRG 4133.51
4.96
5.27
6.00
FRG 5133.67
5.05
5.33
6.08
FRG 6133.60
5.09
5.36
6.13
6.214.746.38
FRG 3133.29
3.87
4.09
4.81
FRG 4133.51
4.42
4.67
5.50
FRG 5133.67
4.82
5.03
5.70
FRG 6133.60
4.85
5.07
5.74
8.306.318.53
FRG 3133.36
4.61
5.08
5.83
FRG 4133.51
4.76
5.14
5.91
FRG 5133.67
4.82
5.19
5.98
FRG 6133.60
4.85
5.23
6.03
7.125.427.32
FRG 3133.36
4.21
4.56
5.42
FRG 4133.51
4.63
4.94
5.64
FRG 5133.67
4.68
4.99
5.71
FRG 6133.60
4.71
5.02
5.74
5.894.506.05
FRG 3133.22
3.77
4.00
4.72
FRG 4133.51
4.31
4.57
5.33
FRG 5133.67
4.49
4.72
5.39
FRG 6133.60
4.52
4.74
5.43
0.29
0.36
0.44 1.61
2.30
0.35
0.46
0.53 1.89
2.61
0.41
0.55
0.60 2.13
3.07
0.42
0.57
0.62 2.21
3.12
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
9979 13.41 6.59 3.03 14.71 1553 2071 2131 1.15
1515 3 1041 1612 6.73 60.0 4.2 1.80
4 1287 2107 7.02 60.0 4.2 1.80
5 1497 2573 7.35 60.0 4.2 1.80
6 1530 2930 7.21 60.0 4.2 1.80
225
33
192
35.8
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 13 / 20 + 0 / 35.5ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.889.009.78
FRG 3134.37
5.11
5.48
6.30
FRG 4134.85
5.17
5.55
6.41
FRG 5135.22
5.22
5.62
6.49
FRG 6135.24
5.24
5.66
6.55
8.607.838.51
FRG 3134.19
4.99
5.30
6.05
FRG 4134.66
5.05
5.36
6.13
FRG 5135.02
5.10
5.42
6.22
FRG 6135.08
5.13
5.46
6.26
7.216.577.13
FRG 3133.96
4.70
5.02
5.74
FRG 4134.40
4.88
5.13
5.82
FRG 5134.75
4.94
5.19
5.90
FRG 6134.80
4.97
5.22
5.94
6.525.946.45
FRG 3133.83
4.43
4.69
5.53
FRG 4134.25
4.78
5.00
5.65
FRG 5134.59
4.83
5.05
5.73
FRG 6134.64
4.86
5.08
5.76
5.485.005.42
FRG 3133.59
4.01
4.19
4.91
FRG 4134.00
4.55
4.75
5.38
FRG 5134.31
4.55
4.75
5.44
FRG 6134.36
4.55
4.75
5.48
11.4410.4111.31
FRG 3134.57
5.70
6.09
6.99
FRG 4135.08
5.77
6.19
7.13
FRG 5135.47
5.84
6.26
7.25
FRG 6135.36
5.89
6.32
7.31
9.748.879.63
FRG 3134.37
5.40
5.82
6.63
FRG 4134.85
5.59
5.90
6.74
FRG 5135.24
5.65
5.98
6.84
FRG 6135.29
5.70
6.02
6.90
7.987.277.90
FRG 3134.11
4.93
5.22
6.16
FRG 4134.57
5.36
5.58
6.32
FRG 5134.93
5.42
5.65
6.40
FRG 6134.98
5.46
5.69
6.46
10.609.65
10.49
FRG 3134.46
5.29
5.68
6.51
FRG 4134.96
5.36
5.75
6.63
FRG 5135.35
5.42
5.82
6.73
FRG 6135.36
5.46
5.86
6.78
9.138.329.03
FRG 3134.27
5.17
5.47
6.23
FRG 4134.75
5.23
5.53
6.32
FRG 5135.13
5.28
5.59
6.42
FRG 6135.18
5.31
5.63
6.47
7.576.907.49
FRG 3134.03
4.81
5.12
5.90
FRG 4134.48
5.05
5.27
5.98
FRG 5134.84
5.10
5.33
6.05
FRG 6134.89
5.13
5.36
6.10
0.27
0.34
0.39 1.39
1.92
0.33
0.43
0.47 1.66
2.18
0.39
0.43
0.47 1.66
2.23
0.40
0.43
0.47 1.66
2.26
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
8665 12.39 7.61 2.85 14.62 1483 1635 1617 1.15
1138 3 978 1588 10.01 60.0 4.2 1.80
4 1210 2063 10.44 60.0 4.2 1.80
5 1408 2504 10.94 60.0 4.2 1.80
6 1438 2832 10.73 60.0 4.2 1.80
248
56
192
42.6
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 0 / 63ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
8.489.07
10.08
FRG 514R3.95
4.82
5.21
5.99
FRG 614R4.11
4.88
5.26
6.07
FRG 714R4.37
4.92
5.30
6.13
FRG 814R4.20
4.93
5.32
6.15
7.377.878.75
FRG 514R3.95
4.70
5.02
5.73
FRG 614R4.11
4.74
5.07
5.80
FRG 714R4.37
4.78
5.11
5.86
FRG 814R4.20
4.80
5.13
5.88
6.176.597.32
FRG 514R3.91
4.53
4.78
5.45
FRG 614R4.11
4.58
4.83
5.50
FRG 714R4.37
4.61
4.87
5.55
FRG 814R4.20
4.63
4.88
5.57
5.585.956.61
FRG 514R3.77
4.28
4.53
5.29
FRG 614R4.11
4.47
4.69
5.34
FRG 714R4.37
4.51
4.72
5.39
FRG 814R4.20
4.53
4.74
5.41
4.695.005.55
FRG 514R3.53
3.87
4.04
4.73
FRG 614R3.90
4.23
4.41
5.09
FRG 714R4.12
4.23
4.41
5.13
FRG 814R4.10
4.23
4.41
5.15
9.8410.5211.70
FRG 514R3.95
5.42
5.78
6.65
FRG 614R4.11
5.48
5.86
6.74
FRG 714R4.37
5.51
5.92
6.82
FRG 814R4.20
5.53
5.94
6.86
8.368.939.93
FRG 514R3.95
5.24
5.53
6.30
FRG 614R4.11
5.30
5.59
6.38
FRG 714R4.37
5.34
5.64
6.46
FRG 814R4.20
5.36
5.66
6.48
6.847.308.11
FRG 514R3.95
4.77
5.05
5.90
FRG 614R4.11
5.07
5.28
5.98
FRG 714R4.37
5.11
5.32
6.03
FRG 814R4.20
5.13
5.34
6.05
9.119.74
10.83
FRG 514R3.95
5.02
5.39
6.19
FRG 614R4.11
5.07
5.45
6.28
FRG 714R4.37
5.11
5.49
6.34
FRG 814R4.20
5.13
5.51
6.37
7.838.379.30
FRG 514R3.95
4.88
5.19
5.91
FRG 614R4.11
4.94
5.23
5.98
FRG 714R4.37
4.97
5.28
6.04
FRG 814R4.20
4.99
5.29
6.07
6.496.937.69
FRG 514R3.95
4.65
4.94
5.59
FRG 614R4.11
4.74
4.99
5.65
FRG 714R4.37
4.78
5.03
5.71
FRG 814R4.20
4.80
5.04
5.73
0.46
0.57
0.64 2.28
3.20
0.56
0.66
0.72 2.57
3.60
0.63
0.66
0.72 2.57
3.67
0.62
0.66
0.72 2.57
3.71
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12418 12.86 7.14 2.58 14.53 2607 2432 2910 1.15
1738 5 1573 2603 7.91 60.0 4.2 1.80
6 1920 3151 8.21 60.0 4.2 1.80
7 2145 3608 8.75 60.0 4.2 1.80
8 2124 3895 8.41 60.0 4.2 1.80
235
47
188
36.3
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 14R / 20 + 0 / 38.5ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
10.8813.4011.82
FRG 514R5.31
5.37
5.78
6.67
FRG 614R5.44
5.44
5.86
6.77
FRG 714R5.48
5.48
5.91
6.85
FRG 814R5.49
5.49
5.93
6.88
9.4911.6810.30
FRG 514R5.08
5.24
5.58
6.38
FRG 614R5.30
5.30
5.65
6.48
FRG 714R5.35
5.35
5.70
6.55
FRG 814R5.36
5.36
5.72
6.57
7.979.808.66
FRG 514R4.79
5.09
5.34
6.05
FRG 614R5.15
5.15
5.40
6.15
FRG 714R5.19
5.19
5.45
6.21
FRG 814R5.21
5.21
5.46
6.23
7.218.867.83
FRG 514R4.62
4.99
5.21
5.88
FRG 614R5.05
5.05
5.26
5.96
FRG 714R5.09
5.09
5.30
6.01
FRG 814R5.10
5.10
5.32
6.03
6.077.456.59
FRG 514R4.33
4.76
4.97
5.61
FRG 614R4.78
4.76
4.98
5.67
FRG 714R4.90
4.76
4.98
5.73
FRG 814R4.92
4.76
4.98
5.74
12.5515.4813.64
FRG 514R5.58
6.00
6.44
7.42
FRG 614R5.93
6.09
6.53
7.55
FRG 714R6.15
6.15
6.61
7.65
FRG 814R6.08
6.17
6.63
7.69
10.7213.2111.65
FRG 514R5.31
5.81
6.15
7.01
FRG 614R5.87
5.89
6.23
7.13
FRG 714R5.94
5.94
6.30
7.23
FRG 814R5.96
5.96
6.32
7.25
8.8110.85
9.57
FRG 514R4.98
5.57
5.80
6.57
FRG 614R5.50
5.64
5.88
6.68
FRG 714R5.69
5.69
5.94
6.74
FRG 814R5.71
5.71
5.96
6.78
11.6514.3712.67
FRG 514R5.44
5.57
5.98
6.90
FRG 614R5.64
5.64
6.07
7.01
FRG 714R5.69
5.69
6.13
7.09
FRG 814R5.71
5.71
6.15
7.13
10.0612.4010.93
FRG 514R5.20
5.44
5.76
6.58
FRG 614R5.49
5.49
5.83
6.69
FRG 714R5.54
5.54
5.88
6.76
FRG 814R5.55
5.55
5.90
6.78
8.3710.30
9.09
FRG 514R4.88
5.24
5.49
6.23
FRG 614R5.30
5.30
5.55
6.31
FRG 714R5.35
5.35
5.60
6.38
FRG 814R5.36
5.36
5.62
6.40
0.43
0.52
0.57 2.00
2.61
0.53
0.52
0.57 2.00
2.66
0.55
0.52
0.57 2.00
2.72
0.56
0.52
0.57 2.00
2.75
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10844 11.95 8.05 2.42 14.42 2480 2001 2180 1.15
1347 5 1478 2543 11.43 60.0 4.2 1.80
6 1804 3064 11.87 60.0 4.2 1.80
7 2015 3490 12.64 60.0 4.2 1.80
8 1996 3741 12.15 60.0 4.2 1.80
264
77
187
43.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 0 / 63ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
9.639.07
13.04
FRG 617R4.66
4.88
5.26
6.07
FRG 717R4.92
4.92
5.30
6.13
FRG 817R4.96
4.96
5.34
6.19
8.367.87
11.30
FRG 617R4.66
4.74
5.08
5.80
FRG 717R4.78
4.78
5.12
5.86
FRG 817R4.82
4.82
5.15
5.92
6.996.599.44
FRG 617R4.34
4.59
4.84
5.51
FRG 717R4.62
4.62
4.88
5.55
FRG 817R4.65
4.65
4.92
5.61
6.315.958.51
FRG 617R4.16
4.48
4.69
5.35
FRG 717R4.44
4.51
4.72
5.40
FRG 817R4.55
4.55
4.76
5.44
5.305.007.13
FRG 617R3.85
4.11
4.29
5.03
FRG 717R4.11
4.25
4.43
5.13
FRG 817R4.35
4.25
4.43
5.17
11.1710.5215.15
FRG 617R4.66
5.48
5.88
6.76
FRG 717R4.99
5.53
5.93
6.84
FRG 817R5.26
5.57
5.98
6.92
9.488.93
12.84
FRG 617R4.66
5.30
5.60
6.40
FRG 717R4.99
5.35
5.65
6.46
FRG 817R5.26
5.40
5.70
6.53
7.757.30
10.47
FRG 617R4.55
4.98
5.27
5.98
FRG 717R4.85
5.12
5.33
6.04
FRG 817R5.13
5.16
5.38
6.10
10.349.74
14.02
FRG 617R4.66
5.08
5.46
6.28
FRG 717R4.99
5.12
5.49
6.34
FRG 817R5.16
5.16
5.54
6.42
8.888.37
12.02
FRG 617R4.66
4.95
5.24
5.99
FRG 717R4.99
4.99
5.28
6.05
FRG 817R5.02
5.02
5.32
6.11
7.356.939.93
FRG 617R4.44
4.74
4.99
5.66
FRG 717R4.74
4.78
5.03
5.71
FRG 817R4.82
4.82
5.07
5.76
0.55
0.63
0.69 2.47
3.48
0.63
0.67
0.73 2.60
3.67
0.71
0.67
0.73 2.60
3.74
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
12418 12.86 7.14 1.80 14.53 2607 2774 3793 1.15
1738 6 1665 2988 9.32 60.0 4.2 1.80
7 1894 3446 9.99 60.0 4.2 1.80
8 2122 3895 10.53 60.0 4.2 1.80
235
56
179
32.5
I [cm ] V [cm] V [cm] z [cm] V [daN] V [daN] V [daN] k αCARACTERISTIQUES DU MONTAGE
POIDS DU MONTAGE= daN/m²
G1= daN/m²
G2= daN/m²
BETON CHANTIER= Litres/m²
CHARGE DE CHANTIER MAXI {50 daN/ml , 100 daN}
4 i s pu bu cu a
FLEXION
M m M M b fl RA
POSE 2 ETAIS
si L > à fc28 ft28 τ pu
FRG 17R / 20 + 0 / 38.5ENTREVOUS BETON T C I
CAS DE CHARGE [daN/m²]
PORTEES LIMITES AU TRANCHANT [m]
PORTEES LIMITES EN FLEXION ET DEFORMATION [m] (Stockage normal)
Limite V buLimite V puLimite V cu
τττ
bu pu cu
=0.75=1.80=0.69
12.6713.4015.13
FRG 617R5.46
5.46
5.88
6.80
FRG 717R5.49
5.49
5.93
6.88
FRG 817R5.54
5.54
5.98
6.96
11.0411.6813.18
FRG 617R5.32
5.32
5.67
6.49
FRG 717R5.37
5.37
5.72
6.57
FRG 817R5.42
5.42
5.76
6.65
9.279.80
11.05
FRG 617R5.17
5.17
5.42
6.16
FRG 717R5.21
5.21
5.46
6.23
FRG 817R5.24
5.24
5.51
6.28
8.388.869.99
FRG 617R5.07
5.07
5.28
5.98
FRG 717R5.11
5.11
5.32
6.03
FRG 817R5.15
5.15
5.36
6.09
7.057.458.39
FRG 617R4.74
4.80
5.01
5.69
FRG 717R4.92
4.80
5.01
5.73
FRG 817R4.96
4.80
5.01
5.78
14.6215.4817.48
FRG 617R6.11
6.11
6.57
7.59
FRG 717R6.18
6.18
6.65
7.69
FRG 817R6.24
6.24
6.72
7.80
12.4813.2114.91
FRG 617R5.92
5.92
6.26
7.17
FRG 717R5.98
5.98
6.32
7.26
FRG 817R6.03
6.03
6.40
7.35
10.2510.8512.23
FRG 617R5.58
5.67
5.90
6.71
FRG 717R5.71
5.71
5.96
6.78
FRG 817R5.76
5.76
6.01
6.86
13.5714.3716.22
FRG 617R5.67
5.67
6.09
7.03
FRG 717R5.71
5.71
6.15
7.13
FRG 817R5.76
5.76
6.21
7.22
11.7112.4013.99
FRG 617R5.51
5.51
5.86
6.71
FRG 717R5.56
5.56
5.91
6.78
FRG 817R5.61
5.61
5.97
6.86
9.7310.3011.61
FRG 617R5.32
5.32
5.57
6.33
FRG 717R5.37
5.37
5.62
6.40
FRG 817R5.42
5.42
5.67
6.47
0.52
0.53
0.58 2.04
2.68
0.56
0.53
0.58 2.04
2.74
0.57
0.53
0.58 2.04
2.79
Section
sur appui
cm² HA / p
FeE400
CLOISONS 100 100 100 100 100 0 0 0 100 100 100REV.SOLS. 200 200 200 200 200 200 200 200 150 150 150CH. EXPL. 150 250 400 500 700 150 250 400 150 250 400L. FLECHE 1 1 1 1 1 1 1 1 1 1 1
Béton chantier: fc28=25.0 MPa
Armatures de précontrainte: Ø5-1670-TBR T finale=19.05 kN
SIREP PREFA v 1.24 (c) OTEP
09/09/2008
10844 11.95 8.05 1.69 14.42 2480 2340 2808 1.15
1347 6 1565 2901 13.46 60.0 4.2 1.80
7 1780 3328 14.43 60.0 4.2 1.80
8 1994 3741 15.21 60.0 4.2 1.80
264
92
172
37.3
