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