DIAGRAMA DE INTERACCION DE COLUMNAS DE SECCION RECTANGULARGEOMETRIA DE LA SECCIONLongitud en direccion X (m) Longitud en direccion Y (m) 0.30 0.600.64 0.59

SECCION 0.3m x 0.6

REFUERZO DE LA SECCION# Varillas en direcion X # Varillas en direcion Y Recubrimiento (m) Diametro del Refuerzo (pulg) Area de refuerzo (cm) 3 3 0.04 3/4" 22.96 1.276 8.14 23.14

0.54 0.49

0.44 0.39 0.34

(%)Espaciamiento Horizontal (cm) Espaciamiento Vertical (cm)

Cumple Cumple Cumple

0.290.24 0.19

0.14

MATERIALES f'c (kg/cm) Fy (kg/cm)420 0.75 3500

0.09 0.04 -0.01 -0.06 0

PARAMETROS DE CALCULOMODO DE EJECUCION# Puntos en zona Fragil # Puntos en zona Ductil27 23

CARGAS ACTUANTES A GRAFICAR# Puntos a graficarCOMBINACION Punto 1 Punto 2 Punto 3 3 M (Tn.m) 6 17 21GRAFICAR

P (Tn) 78 178 97

MA DE INTERACCION DEAcerca de

DE SECCION RECTANGULAR

SECCION 0.3m x 0.6m

0.1

0.2

0.3

0.4

MODO DE EJECUCIONCALCULAR

FRAGIL PHMF PHPF CF AF MF PF PH calculo PHMD PHPD CD AD MD PD PH GX ACERO GY concentr(Tn) balanceada ACERO GRAF AUTO Punto 1 A Y Punto 2 Punto 3

SI

DIAGRAMA DE INTERACCION DE COLUMNAS DE SECCION RECTANGULAR

CARGA CONCENTRICAPo (Tn) Po (Tn) Pn max (Tn.m) Pn max (Tn.m) 722.96 506.07 578.37 404.86

FALLA BALANCEADACb (cm) Pb (Tn) Mb (Tn.m) Pb (Tn) Mb (Tn.m) 34.77 284.03 62.46 198.82 43.72

ZONA DE FALLA FRAGILPunto c (cm) 35.67 36.57 37.47 38.37 39.28 40.18 41.08 41.98 42.88 43.78 44.68 45.58 46.48 47.39 48.29 49.19 50.09 50.99 51.89 52.79 53.69 54.59 55.49 56.4 57.3 58.2 59.1 a (cm) 26.75 27.43 28.1 28.78 29.46 30.14 30.81 31.48 32.16 32.84 33.51 34.18 34.86 35.54 36.22 36.89 37.57 38.24 38.92 39.59 40.27 40.94 41.62 42.3 42.97 43.65 44.32 Pn (Tn) 294.07 303.97 313.75 323.4 333.05 342.49 351.84 361.09 370.26 379.35 388.36 397.3 406.18 415.09 423.84 432.54 441.19 449.78 458.33 466.83 475.29 483.71 492.09 500.53 508.84 517.11 525.36 Mn (Tn.m) 62.21 61.92 61.62 61.29 60.92 60.53 60.11 59.65 59.16 58.64 58.08 57.49 56.86 56.19 55.48 54.74 53.96 53.13 52.27 51.37 50.42 49.44 48.41 47.33 46.22 45.06 43.87 Pn (Tn) 205.85 212.78 219.62 226.38 233.14 239.75 246.29 252.76 259.18 265.54 271.85 278.11 284.32 290.56 296.69 302.78 308.83 314.85 320.83 326.78 332.7 338.6 344.47 350.37 356.19 361.98 367.75 Mn (Tn.m) 43.54 43.35 43.13 42.9 42.64 42.37 42.07 41.76 41.41 41.05 40.66 40.24 39.8 39.33 38.84 38.32 37.77 37.19 36.59 35.96 35.3 34.61 33.89 33.13 32.35 31.54 30.71 Punto

ZONA

#1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7

#1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

130 131 132 133

134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150

CCION DE ECTANGULAR

Acerca de

FLEXION PURAC (cm) P (Tn) M (Tn.m) P (Tn) M (Tn.m) 5.56 0 21.41 0 19.27

ZONA DE FALLA DUCTILc (cm) 6.78 7.99 9.21 10.43 11.65 12.86 14.08 15.3 16.51 17.73 18.95 20.17 21.38 22.6 23.82 25.03 26.25 27.47 28.68 29.9 31.12 32.34 33.55 a (cm) 5.08 5.99 6.91 7.82 8.74 9.64 10.56 11.48 12.38 13.3 14.21 15.13 16.04 16.95 17.87 18.77 19.69 20.6 21.51 22.42 23.34 24.26 25.16 Pn (Tn) 18.14 33.58 47.62 60.67 73.04 83.21 93.01 102.81 112.53 122.33 132.13 145.23 157.85 170.26 182.4 194.22 205.93 217.48 228.79 240.06 251.21 262.26 273.13 Mn (Tn.m) 25.98 29.79 33.16 36.2 38.97 41.1 43.05 44.91 46.67 48.35 49.94 51.44 52.85 54.17 55.4 56.54 57.59 58.56 59.43 60.22 60.91 61.52 62.04 Pn (Tn) 15.42 27.2 36.67 44.9 51.86 58.25 65.11 71.97 78.77 85.63 92.49 101.66 110.49 119.18 127.68 135.95 144.15 152.24 160.15 168.04 175.85 183.58 191.19 Mn (Tn.m) 22.09 24.13 25.54 26.78 27.67 28.77 30.14 31.44 32.67 33.85 34.96 36.01 36.99 37.92 38.78 39.58 40.32 40.99 41.6 42.15 42.64 43.07 43.43

0.85 0.81 0.77 0.74 0.71 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7

24.19 24.3 24.41 24.52

19.35 141.62 19.44 142.6 19.53 143.57 19.62 144.55

37.82 37.86 37.89 37.92

0.7 0.7 0.7 0.7

99.14 99.82 100.5 101.18

26.48 26.5 26.52 26.54

24.63 24.74 24.85 24.96 25.07 25.18 25.29 25.4 25.51 25.62 25.73 25.84 25.95 26.06 26.17 26.28 26.39

19.7 19.79 19.88 19.97 20.06 20.14 20.23 20.32 20.41 20.5 20.58 20.67 20.76 20.85 20.94 21.02 21.11

145.51 146.48 147.44 148.4 149.36 150.31 151.27 152.21 153.16 154.11 155.05 155.99 156.92 157.86 158.79 159.72 160.65

37.95 37.97 38 38.03 38.06 38.08 38.11 38.14 38.16 38.19 38.21 38.23 38.26 38.28 38.3 38.32 38.34

0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7

101.86 102.54 103.21 103.88 104.55 105.22 105.89 106.55 107.21 107.87 108.53 109.19 109.85 110.5 111.15 111.8 112.45

26.56 26.58 26.6 26.62 26.64 26.66 26.68 26.7 26.71 26.73 26.75 26.76 26.78 26.79 26.81 26.83 26.84

DIAGRAMA DE INTERACCION8000; 722.96

700

60035; 578.37

CARGAS ACTUANTES ZONA DE FALLA FRAGIL ZONA DE FALLA FRAGIL (DISEO)

500

0; 506.07

Pu (Ton)

400

24.5; 404.86

ZONA DE FALLA DUCTIL ZONA DE FALLA DUCTIL (DISEO)

300

FALLA BALANCEADA

62.46; 284.03

200Punto 2

100Punto 1

Punto 3

0 0

0 Punto 11 YO0 10 MAX 5 9 8 6 0;

10

20

30

40

50

60

70

Mu (Ton-m)