Page 50 - MODULO 3

CARGA VIVA

h =38.92 tn-f
1
h =38.92 tn-f
2
h =38.92 tn-f
3
h =38.92 tn-f
4
h =38.92 tn-f
5
h =19.46 tn-f
6
3. PESO SÍSMICO

Peso Sísmico = 100 % Carga Muerta + 25% Carga Viva (POR PISO)

PESO SÍSMICO

h =0.1(189.28 Tn-f) +0.25 (38.92 Tn-f) = 199.01 Tn-f

1

h =0.1(187.84 Tn-f) +0.25 (38.92 Tn-f) = 197.57 Tn-f
2

h =0.1(187.84 Tn-f) +0.25 (38.92 Tn-f) = 197.57 Tn-f
3

h =0.1(187.84 Tn-f) +0.25 (38.92 Tn-f) = 197.57 Tn-f
4

h =0.1(187.84 Tn-f) +0.25 (38.92 Tn-f) = 197.57 Tn-f
5

h =0.1(189.28 Tn-f) +0.25 (19.46 Tn-f) = 172.55 Tn-f
6

∑ = 1161.835 −

CONSTRUCTION ENGINEERING-CICLO X 48