ANALISIS MODAL MANUAL METODO DE LA CORTANTE RIGIDEZ DE COLUMNAS : Kx-4.75 Kx-2.6 Ky4.75 Ky2.6 C1 3.91 23.86 6.47 39.44 C2 8.32 50.71 C3 7.47 45.53 C4 13.14 80.14 25.07 152.86 C5 4.93 30.05 44.36 270.48 C6 130.46 795.48 78.13 476.39 M etodo de Cortante RIGIDEZ DE MUROS (PLACAS) : fc(kg/cm2) E(kg/cm2) t(m) H(m) L(m) K(T/cm) 210 217370.651 3.85 4.75 0.3 5.26 210 217370.651 3.85 2.6 0.3 31.82 210 217370.651 0.3 4.75 3.85 581.55 210 217370.651 0.3 2.6 3.85 2001.61 210 217370.651 6.7 4.75 0.3 9.15 210 217370.651 6.7 2.6 0.3 55.38 210 217370.651 0.3 4.75 6.7 1835.80 210 217370.651 0.3 2.6 6.7 4664.84 210 217370.651 3.77 4.75 0.3 5.15 210 217370.651 3.77 2.6 0.3 31.16 210 217370.651 0.3 4.75 3.77 553.56 210 217370.651 0.3 2.6 3.77 1928.74 210 217370.651 0.3 4.75 4.53 840.65 210 217370.651 0.3 2.6 4.53 2631.46 210 217370.651 4.53 4.75 0.3 6.18 210 217370.651 4.53 2.6 0.3 37.44 210 217370.651 0.3 4.75 3.9 599.33 210 217370.651 0.3 2.6 3.9 2047.33 210 217370.651 3.9 4.75 0.3 5.32 210 217370.651 3.9 2.6 0.3 32.24 210 217370.651 0.3 4.75 1.92 95.91 82.62 210 217370.651 0.3 2.6 1.92 465.95 399.83 210 217370.651 1.92 4.75 0.3 2.62 48.79 210 217370.651 1.92 2.6 0.3 15.87 239.78 P8 Kx Ky P9 K'x K'y Kx Ky P6 Kx Ky P7 Kx Ky Kx Ky P4 P5 Kx Ky
