Diagrama de interaccion para columnas rectangulares

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Diagrama de interaccion para columnas rectangulares

  1. 1. DIAGRAMA DE INTERACCION D COLUMNAS DE SECCION RECTANG GEOMETRIA DE LA SECCION Longitud en direccion X (m) 0.50 SECCION Longitud en direccion Y (m) 0.50 0.55 0.5 REFUERZO DE LA SECCION 0.45 # Varillas en direcion X 4 0.4 # Varillas en direcion Y 4 Recubrimiento (m) 0.04 0.35Diametro del Refuerzo (pulg) 3/4" Area de refuerzo (cm²) 34.44 0.3 ρ (%) 1.378 Cumple 0.25Espaciamiento Horizontal (cm) 11.45 Cumple 0.2 Espaciamiento Vertical (cm) 11.45 Cumple 0.15 MATERIALES 0.1 0.05 fc (kg/cm²) 210 β 0.75 0 Fy (kg/cm²) 4200 -0.05 0 0.1 0.2 PARAMETROS DE CALCULO MODO DE EJECUC # Puntos en zona Fragil 27 # Puntos en zona Ductil 27 MANUAL AUTOMATICO CARGAS ACTUANTES A GRAFICAR # Puntos a graficar 5 GRAFICAR COMBINACION M (Tn.m) P (Tn) Punto 1 6 78 Punto 2 17 178 Punto 3 21 97 Punto 4 Punto 5
  2. 2. INTERACCION DE FRAGILCCION RECTANGULAR Acerca de ACERO SECCION 0.5m x 0.5m5554535251505 0 0.1 0.2 0.3 0.4 0.5 0.6 MODO DE EJECUCION MANUAL CALCULAR AUTOMATICO
  3. 3. FRAGIL PHMF PHPF CF AF MF PF PH calculo PHMD PHPD CD AD MD PD PHGX ACEROGY MANUAL concentr(Tn) balanceada ACERO GRAF### ### ### ### Punto### ###### ###### ###### ### ### ### 1 ###YA ### ### ### ### Punto### ###### ###### ###### ### ### ### 2 ### ### ### ### ### Punto### ###### ###### ### ### ### 3 ### ### ### ### ### ### ###### ###### ###### ###### ### ### ### ### ### ### ###### ###### ###### ### ### ### ### ### ### ### ###### ###### ### ### SI ### ### ### ### ###### ###### ###### ### ### ### ###### ###### ###### ###### ### ### ### ### ### ### ###### ###### ###### ### ### ### ### ### ### ###### ###### ###### ### ### ### ###### ###### ###### ###### ### ### ### ###### ###### ###### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ### ### ### ### ### ###
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  5. 5. DIAGRAMA DE INTERACCION DE COLUMNAS DE SECCION RECTANGULA CARGA CONCENTRICA FALLA BALANCEADA Po (Tn) 590.9 Cb (cm) 26.5 ΦPo (Tn) 413.63 Pb (Tn) 181.3 Pn max (Tn.m) 472.72 Mb (Tn.m) 47.21 ΦPn max (Tn.m) 330.9 ΦPb (Tn) 126.91 ΦMb (Tn.m) 33.04 ZONA DE FALLA FRAGIL ZONAPunto c a Pn Mn ΦPn ΦMn Punto # (cm) (cm) (Tn) (Tn.m) Φ (Tn) (Tn.m) # 1 27.34 20.5 192.51 46.72 0.7 134.76 32.7 1 2 28.18 21.14 203.4 46.24 0.7 142.38 32.37 2 3 29.02 21.76 213.97 45.77 0.7 149.78 32.04 3 4 29.86 22.4 224.27 45.3 0.7 156.99 31.71 4 5 30.7 23.02 234.32 44.83 0.7 164.02 31.38 5 6 31.54 23.66 244.13 44.36 0.7 170.89 31.05 6 7 32.38 24.29 253.72 43.88 0.7 177.6 30.72 7 8 33.21 24.91 263 43.4 0.7 184.1 30.38 8 9 34.05 25.54 272.2 42.9 0.7 190.54 30.03 9 10 34.89 26.17 281.24 42.39 0.7 196.87 29.68 10 11 35.73 26.8 290.11 41.87 0.7 203.08 29.31 11 12 36.57 27.43 298.84 41.33 0.7 209.19 28.93 12 13 37.41 28.06 307.42 40.78 0.7 215.19 28.54 13 14 38.25 28.69 315.88 40.21 0.7 221.11 28.14 14 15 39.09 29.32 324.21 39.61 0.7 226.95 27.73 15 16 39.93 29.95 332.43 39 0.7 232.7 27.3 16 17 40.77 30.58 340.54 38.37 0.7 238.38 26.86 17 18 41.61 31.21 348.55 37.71 0.7 243.99 26.4 18 19 42.45 31.84 356.47 37.04 0.7 249.53 25.93 19 20 43.29 32.47 364.3 36.34 0.7 255.01 25.44 20 21 44.12 33.09 371.95 35.62 0.7 260.37 24.93 21 22 44.96 33.72 379.62 34.87 0.7 265.73 24.41 22 23 45.8 34.35 387.21 34.1 0.7 271.04 23.87 23 24 46.64 34.98 394.73 33.3 0.7 276.31 23.31 24 25 47.48 35.61 402.18 32.47 0.7 281.53 22.73 25 26 48.32 36.24 409.57 31.62 0.7 286.7 22.13 26 27 49.16 36.87 416.9 30.74 0.7 291.83 21.52 27
  6. 6. 130131132133134135
  7. 7. 136137138139140141142143144145146147148149150
  8. 8. ACCION DERECTANGULAR Acerca de FLEXION PURA C (cm) 9.49 P (Tn) 0 M (Tn.m) 29.88 ΦP (Tn) 0 ΦM (Tn.m) 26.89 ZONA DE FALLA DUCTIL c a Pn Mn ΦPn ΦMn (cm) (cm) (Tn) (Tn.m) Φ (Tn) (Tn.m) 10.1 7.57 6.26 31.04 0.88 5.51 27.31 10.7 8.02 12.17 32.11 0.85 10.35 27.29 11.31 8.48 20.74 33.32 0.82 17.01 27.33 11.92 8.94 29.23 34.49 0.79 23.09 27.25 12.53 9.4 37.28 35.59 0.76 28.33 27.05 13.14 9.86 44.97 36.62 0.73 32.82 26.74 13.74 10.3 52.21 37.59 0.7 36.55 26.31 14.35 10.76 59.3 38.52 0.7 41.51 26.97 14.96 11.22 66.15 39.41 0.7 46.3 27.59 15.57 11.68 72.78 40.25 0.7 50.94 28.18 16.17 12.13 79.11 41.04 0.7 55.38 28.73 16.78 12.58 85.06 41.74 0.7 59.54 29.22 17.39 13.04 90.46 42.33 0.7 63.32 29.63 18 13.5 95.77 42.89 0.7 67.04 30.02 18.6 13.95 100.92 43.42 0.7 70.64 30.39 19.21 14.41 107.83 43.81 0.7 75.48 30.67 19.82 14.86 114.67 44.19 0.7 80.27 30.93 20.42 15.32 121.24 44.54 0.7 84.87 31.18 21.03 15.77 127.77 44.88 0.7 89.44 31.42 21.64 16.23 134.16 45.21 0.7 93.91 31.65 22.25 16.69 140.42 45.52 0.7 98.3 31.86 22.86 17.14 146.57 45.81 0.7 102.6 32.07 23.46 17.6 152.51 46.08 0.7 106.76 32.26 24.07 18.05 158.46 46.34 0.7 110.92 32.44 24.68 18.51 164.31 46.59 0.7 115.02 32.61 25.29 18.97 170.07 46.81 0.7 119.05 32.77 25.89 19.42 175.67 47.02 0.7 122.97 32.91
  9. 9. 24.19 19.35 141.62 37.82 0.7 99.14 26.48 24.3 19.44 142.6 37.86 0.7 99.82 26.524.41 19.53 143.57 37.89 0.7 100.5 26.5224.52 19.62 144.55 37.92 0.7 101.18 26.5424.63 19.7 145.51 37.95 0.7 101.86 26.5624.74 19.79 146.48 37.97 0.7 102.54 26.58
  10. 10. 24.85 19.88 147.44 38 0.7 103.21 26.624.96 19.97 148.4 38.03 0.7 103.88 26.6225.07 20.06 149.36 38.06 0.7 104.55 26.6425.18 20.14 150.31 38.08 0.7 105.22 26.6625.29 20.23 151.27 38.11 0.7 105.89 26.68 25.4 20.32 152.21 38.14 0.7 106.55 26.725.51 20.41 153.16 38.16 0.7 107.21 26.7125.62 20.5 154.11 38.19 0.7 107.87 26.7325.73 20.58 155.05 38.21 0.7 108.53 26.7525.84 20.67 155.99 38.23 0.7 109.19 26.7625.95 20.76 156.92 38.26 0.7 109.85 26.7826.06 20.85 157.86 38.28 0.7 110.5 26.7926.17 20.94 158.79 38.3 0.7 111.15 26.8126.28 21.02 159.72 38.32 0.7 111.8 26.8326.39 21.11 160.65 38.34 0.7 112.45 26.84
  11. 11. DIAGRAMA DE INTERACCION 700 600 590.9 Column W 500 Column AD 472.72 Column AG Column AN Column AQ 413.63 400 0 181.3 472.72 590.9Pu (Ton) 330.9 413.63 330.9 300 200 Row 6 181.3 100 Row 7 Row 5 0 Row 8 0 15 14 13 12 11 10 9 0 5 10 15 20 25 30 35 40 45 50 Mu (Ton-m)

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