Empujes Del Suelo
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KP KA 0.32 H 3.85 m γ 1.8 t/m3 φ 31 ° kh 0.15 Aa kv 0 Ѳ 0 β 0 Ψ 8.53 ° δ 0 KAE 0.416 PAE 5.55 ton/m TOTAL PA 4.27 ton/m ESTATICO ΔPAE 1.28 ton/m DINAMICO Sobrecarga 0.32 t 20 100 0.003 6 3 cm2/ml 2 Capas 0.5 0.7894 0.3947 0.35
description
empujes del suelo
Transcript of Empujes Del Suelo
KP
KA 0.32H 3.85 mγ 1.8 t/m3φ 31 °kh 0.15 Aakv 0Ѳ 0β 0Ψ 8.53 °δ 0KAE 0.416PAE 5.55 ton/m TOTALPA 4.27 ton/m ESTATICOΔPAE 1.28 ton/m DINAMICOSobrecarga 0.32 t
20100
0.003
6
3 cm2/ml 2 Capas
0.50.78940.3947
0.35
"Escriba aquí la ecuación."
"Escriba aquí la ecuación."
0.32009884
Muro 30Diseño a Flexion
rec [mm]28 420 1,000.00 300.00 0.00 300
r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 900.00 4 8 142.86
285.71
Muro 25Diseño a Flexion
rec [mm]28 420 1,000.00 250.00 0.00 250
r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 750.00 4 6 200.00
400.00
Losa de cimentaciónDiseño a Flexion
rec [mm]28 420 1,000.00 300.00 0.00 300
r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 900.00 4 8 142.86
285.71
Losa de cubierta TapaDiseño a Flexion
rec [mm]28 420 1,000.00 300.00 0.00 300
r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 900.00 4 8 142.86
285.71
f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]
fRn [Mpa] As [mm2]
f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]
fRn [Mpa] As [mm2]
f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]
fRn [Mpa] As [mm2]
f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]
fRn [Mpa] As [mm2]
22.35
2.8
1.67857143
64.21.8
160 12.63 0.0789375 6.5 0.513
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