Metodo de Pendiente y Deflexion
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F'c= 210 KG/CM2 MOMENTOS DE EMPOTRAMIENTO Ec= ### TON/M2 TRAMO BD VIGA Wu= 5.62 TON/M B= 0.25 L= 7.375 M H= 0.55 Mbd°= 25.47 TON-M Iv= 0.003466146 M4 Mdb°= -25.47 TON-M EIv= 7,534.38 TON-M2 COLUMNA TRAMO D-F A= 0.3 Pu= 2.79 TON/M L= 0.6 a= 2 b= Ic= 0.0054 M4 L= 5.775 M EIc= 11,738.02 TON-M2 Mdf°1= 2.38 TON-M Mfd°1= -1.26 TON-M Wu= 5.09 TON/M L= 5.775 M Mdf°2= 14.15 TON-M Mfd°2= -14.15 TON-M
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Metodo de Pendiente y Deflexion
Transcript of Metodo de Pendiente y Deflexion
F'c= 210 KG/CM2 MOMENTOS DE EMPOTRAMIENTOEc= 2,173,706.51 TON/M2 TRAMO BDVIGA Wu= 5.62 TON/MB= 0.25 L= 7.375MH= 0.55 Mbd°= 25.47 TON-MIv= 0.0034661458M4 Mdb°= -25.47 TON-MEIv= 7,534.38 TON-M2COLUMNA TRAMO D-FA= 0.3 Pu= 2.79 TON/ML= 0.6 a= 2 b= 3.775Ic= 0.0054M4 L= 5.775MEIc= 11,738.02 TON-M2 Mdf°1= 2.38 TON-M
Mfd°1= -1.26 TON-M
Wu= 5.09 TON/ML= 5.775MMdf°2= 14.15 TON-MMfd°2= -14.15 TON-M
