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N° PISOS 3 PISO CM CV ALTURAN° LUCES 2 3 6.00 3.00 2.80
2 6.00 3.00 3.00Z = 0.4 1 6.00 3.00 3.60U = 1 0 0 0 0
0.6 0 0 0 0S = 1.2 0 0 0 0R = 8
60
C = 2.5
1.- CALCULO DE LAS CARGAS POR SISMO
PESO POR PISO:
( 6 + 0.25 * 3 ) * 45
303.75
PESO POR PISO:
304 * 3
911.25
V = 136.69
PISO PI HI PI.HI CD VI3 303.75 9.4 2855.25 0.48 65.612 303.75 6.6 2004.75 0.34 46.471 303.75 3.6 1093.50 0.18 24.60 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
911.25 5953.5 136.68
2.- USANDO PORTAL PARA HALLAR LOS MOMENTOS MAXIMOS
65.61 1.822.80
0.9846.47 1.80
3.001.20
24.6 1.443.60
TP =
CT =
Pi =
Pi =
PT =
PT =
CORTANTE BASAL:
� ∕_� 〖� +0.2_�=�� 5�� 〗
�= )(�.�.�.� /� ��_�
2.163.60
0 0.000
0.000 0.00
00.00
0 0.000.00
0.006 4 0
PISO F F(acum) V 1.5*V 1.5*V V3 65.61 65.61 18.75 28.13 0 18.752 46.47 112.08 32.02 48.03 0 32.021 24.6 136.68 39.05 58.58 0 39.050 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0
1/6 1/4 0 3/7 1/4 1/4 2/5 1 0
3Mv 34.13 51.20 0.00 34.13
Mh 34.1320.48 0.00
34.1351.20 0.00
2Mv
33.75 50.63 0.00 33.7518.38 27.57 0.00 18.38
Mh 52.1331.28 0.00
52.1378.20 0
1Mv
56.23 84.36 0.00 56.2338.42 57.64 0.00 38.42
Mh 94.6556.80 0.00
94.65142.00 0
0Mv
0.00 0.00 0.00 0.0084.35 126.53 0.00 84.35
Mh 84.3550.61 0.00
84.35126.53 0
0
0
COLUM DISTANCIA X DISTANCIA Y3
6 4.52
4 0
10 0
0
10 x 4.5
45
AT =
AT =
N° PISOS 3 PISO CM CV ALTURAN° LUCES 2 3 6 3 2.8
2 6 3 3Z = 0.4 1 6 3 3.6U = 1 0 0 0 0
0.6 0 0 0 0S = 1.2 0 0 0 0R = 8
60
C = 2.5
SI SE CONSIDERA MURO: H = 0LONG. TOTAL DE MURO POR PISO = 0N° MUROS EN X 2N° MUROS EN Y 0
1.- CALCULO DE LAS CARGAS POR SISMO
PESO POR PISO:
( 6 + 0.25 * 3 ) * 45
303.75
PESO POR PISO:*si se considera muro: h = 0.00 ###
304 * 3 PISO PESO MURO
911.25 3 02 0
1 00 00 00 0
V = 136.69
PISO PI HI PI.HI CD VI3 303.75 9.4 2855.25 0.48 65.612 303.75 6.6 2004.75 0.34 46.471 303.75 3.6 1093.50 0.18 24.60 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
911.25 5953.5 136.68
TP =
CT =
Pi =
Pi =
PT =
PT =
PT =
CORTANTE BASAL:
� ∕_� 〖� +0.2_�=�� 5�� 〗
�= )(�.�.�.� /� ��_�
COLUM DISTANCIA X DISTANCIA Y3
6 4.52
4 0
10 0
0
10 x 4.5
45
911.25
Vi x muro
65.6146.4724.6000
AT =
AT =
