metrado de carga de un edificio

1. Metrado de carga= 3944700 kg
Matriz
58.65 0 0 0 0 0 0 0
0 58.50 0 0 0 0 0 0
M = 0 0 58.50 0 0 0 0 0 t-s2
/m
0 0 0 58.50 0 0 0 0
0 0 0 0 53.23 0 0 0
0 0 0 0 0 53.2262997 0 0
0 0 0 0 0 0 53.2262997 0
0 0 0 0 0 0 0 53.2262997

2. Fuerzas sísmicas

3. Desplazamientos
TABLE: Story Drifts
Story Load Case/Combo
Direction Drift Label X Y Z Drift Final
m m m
Story8 SisDin X Max X 0.000784 69 0 14 28 0.004704
Story8 SisDin Y Max X 0.000376 25 32 0 28 0.002256
Story8 SisDin Y Max Y 0.001733 43 28.6 0 28 0.010398
Story7 SisDin X Max X 0.001058 47 0 13 24.5 0.006348
Story7 SisDin Y Max X 0.00047 30 32 30 24.5 0.00282
Story7 SisDin Y Max Y 0.001932 26 32 6 24.5 0.011592
Story6 SisDin X Max X 0.001427 13 16 0 21 0.008562
Story6 SisDin Y Max X 0.000577 6 0 30 21 0.003462
Story6 SisDin Y Max Y 0.00218 30 32 30 21 0.01308
Story5 SisDin X Max X 0.001761 47 0 13 17.5 0.010566
Story5 SisDin Y Max X 0.000635 6 0 30 17.5 0.00381
Story5 SisDin Y Max Y 0.002298 30 32 30 17.5 0.013788
Story4 SisDin X Max X 0.002017 210 7.05 13.825 14 0.012102
Story4 SisDin Y Max X 0.000652 6 0 30 14 0.003912
Story4 SisDin Y Max Y 0.002282 30 32 30 14 0.013692
Story3 SisDin X Max X 0.002149 33 8 15.95 10.5 0.012894
Story3 SisDin Y Max X 0.000631 6 0 30 10.5 0.003786
Story3 SisDin Y Max Y 0.002117 30 32 30 10.5 0.012702
Story2 SisDin X Max X 0.001977 80 0 16 7 0.011862
Story2 SisDin Y Max X 0.000561 6 0 30 7 0.003366
Story2 SisDin Y Max Y 0.001759 30 32 30 7 0.010554
Story1 SisDin X Max X 0.001182 155 0 17 3.5 0.007092
Story1 SisDin Y Max X 0.000335 30 32 30 3.5 0.00201
Story1 SisDin Y Max Y 0.000934 30 32 30 3.5 0.005604

4. Diagramas de una seccion
Edificio modelado