TABLE: Program Control Programa Unidades Cod C° Version SAP2000 Ton, m, C ACI 318-02 8.0.8 Reacciones Caso Nudo U3 Ton DEAD 1 12.67 DEAD 4 13.09 DEAD 7 20.94 DEAD 10 24.01 DEAD 16 34.66 DEAD 19 17.31 DEAD 22 7.13 DEAD 24 17.69 DEAD 25 28.42 DEAD 28 24.00 DEAD 34 34.68 DEAD 37 12.59 DEAD 40 13.04 DEAD 43 22.16 282.38 V 1 2.12 V 4 2.62 V 7 6.25 V 10 8.19 V 16 14.03 V 19 4.05 V 22 1.84 V 24 5.78 V 25 10.55 V 28 8.19 V 34 14.03 V 37 2.12 V 40 2.62 V 43 6.25 88.62
ReaccionesTABLE: Program ControlProgramaUnidadesCod
CVersionSAP2000Ton, m, CACI
318-028.0.8ReaccionesCasoNudoU1U2U3R1R2R3TonTonTonTon-mTon-mTon-mDEADLinStatic10.19110.183912.670.078020.11594-0.00038DEADLinStatic40.0073-0.262813.090.193890.0521-0.00038DEADLinStatic70.3205-1.041220.940.319080.25476-0.00087DEADLinStatic100.0000015590.725124.01-0.19442-0.01669-0.00087DEADLinStatic160.01230.433434.660.44226-0.00625-0.00087DEADLinStatic190.00350.22717.310.057910.00024-0.00038DEADLinStatic22-0.0002467-0.36257.130.21511-0.00039-0.00038DEADLinStatic240017.690.07912-0.01056-0.00087DEADLinStatic25-0.03430.072128.42-0.170460.02015-0.00087DEADLinStatic280.01180.722824.000.462170.04411-0.00087DEADLinStatic340.03480.435634.680.09122-0.1156-0.00038DEADLinStatic37-0.18760.183712.590.2105-0.05137-0.00038DEADLinStatic40-0.0077-0.290313.040.30748-0.26454-0.00087DEADLinStatic43-0.3515-1.026822.16282.38VLinStatic10.04990.04342.12VLinStatic40.002-0.13812.62VLinStatic70.0966-0.2826.25VLinStatic10-0.00050290.45218.19VLinStatic160.00330.017114.03VLinStatic1900.08154.05VLinStatic220-0.21291.84VLinStatic24005.78VLinStatic250-0.053610.55VLinStatic280.00050290.45218.19VLinStatic34-0.00330.017114.03VLinStatic37-0.04990.04342.12VLinStatic40-0.002-0.13812.62VLinStatic43-0.0966-0.2826.2588.62
ZUCSPeso de la Edificacin:Cargas por
GravedadCM1=172.86TnP1=M+0.50V=202.14TnCV1=58.55TnCM2=109.52TnP2=M+0.25V=117.04TnCV2=30.07TnP=319.17TnPerodo
Fundamental:Hedificio=6.65mCT=35Testructura=0.190sFuerza Cortante
en la
Base:Z(2)=0.30U(A)=1.50C=7.89===>2.5S(S2)=1.20Tpsuelo=0.6sR=8.00V=(ZUCS/R)PZUCS/R=16.88%P=319.17TnV=53.86TnExcentricidad
accidental:Ly=6.60mts.ey=0.05 Ly=0.33mtsLx=17.25mts.ex=0.05
Lx=0.86mtsDistribucin de Fuerza
ssmica:PisohiPihi*PiFi2.006.65117.04778.3027.651.003.65202.14737.7926.21TOTAL1516.0953.86Fuerzas
y efecto de
Torsin:NivelXPYP2F27.6527.65M9.1223.851F26.2126.21M8.6522.61Verificacin
de Efectos de 2do. Orden (P
Delta):PisoNiViDi/heiQi2.00202.1427.650.0070.0511.00319.1726.210.0070.085Como
Qi es < 0.1 ====> este anlisis no ser considerado
P DELTA- Verificacin de Efectos de 2do. Orden:- Separacin Ssmica
de
EdificacionesPisoNiViDi/heiQih=6.65mts2.00117.0427.650.00700.030S=3.66cmOK1.00234.0826.210.00600.054
