Metodo de Kani
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Transcript of Metodo de Kani
A. CALCULO DE LOS MOMENTOS EN LOS EXTREMOS DE LAS BARRAS
1 Momentos de Empotramiento:
ME12=-44.333
ME21=44.333
ME34=-95
ME43=95
ME45=-63.333
ME54=63.333
ME13=6.667
ME31=-6.667
ME36=15
ME63=-15
2 Momentos de Piso:
MP12 =13.333H1 =25.000>>h1 =6
MP35 =70.000H2 =10.000>>h2 =4
3 Coeficientes de Giro:
NUDO 1
K12 =0.300>>12 =-0.214
K13 =0.400>>13 = -0.286
K =0.700-0.500
NUDO 2
K21 =0.300>>21 =-0.250
K24 =0.300>>24 = -0.250
K =0.600-0.500
NUDO 3
K31 =0.400>>31 =-0.167
K34 =0.450>>34 = -0.187
K36 =0.350>>36 = -0.146
K =1.200-0.500
NUDO 4
K43=0.450>>43 =-0.141
K42 =0.300>>42 = -0.094
K45 =0.350>>45 = -0.109
K47 =0.500>>47 = -0.156
K =1.600-0.500
NUDO 5
K54 =0.350>>54 =-0.292
K58 =0.250>>58 = -0.208
K =0.600-0.500
4 Coeficientes de desplazamiento:
PRIMER PISO
K36 =0.350>>36 =-0.477
K47 =0.500>>47 =-0.682
K58 =0.250>>58 =-0.341
K =1.100-1.500
SEGUNDO PISO
K13 =0.400>>13 =-0.857
K24=0.300>>24 =-0.643
K =0.700-1.500