Page 49 - MODULO 3

 Acabados+Tabiques:
2
2
2
Wpp(Acab.Tab) = (0.1 +0.1 ) x 194.6 = 38.920 Tn-f
⁄
⁄

∑ = 147.52 −

 Columna: (0.50 m x 0.60m) = # columnas = 20

ℎ = 2.9 ------- ℎ1 = (2.4 ⁄ 3 ) (2.90 )(0.50 0.60 ) 20 = 41.76
1

ℎ 2−5 = 2.8 ------ ℎ2−5 = (2.4 ⁄ 3 ) (2.80 )(0.50 0.60 ) 20 = 40.32

ℎ = 1.4 ------ = (2.4 ⁄ ) (1.40 )(0.50 0.60 ) 20 = 20.16
6 ℎ6 3

CARGA MUERTA

h =147.52 tn-f+ 41.76 tn-f = 189.28 tn-f
1
h =147.52 tn-f+ 40.32 tn-f = 187.84 tn-f
2
h =147.52 tn-f+ 40.32 tn-f = 187.84 tn-f
3
h =147.52 tn-f+ 40.32 tn-f = 187.84 tn-f
4
h =147.52 tn-f+ 40.32 tn-f = 187.84 tn-f
5
h =147.52 tn-f+ 40.32 tn-f = 167.68 tn-f
6

2. CARGA VIVA

2
2
Carga Viva de una vivienda=200kgf / = 0.20 tnf /

2
2
Carga Viva de Techo = 100 kgf / =0.10 tnf /

2
2
⁄
ℎ 1−5 = 0.20 ------- / 1−5 = (0.2 ⁄ 2 ) (194.6 ) = 38.92

2

2
⁄
ℎ = 0.10 ------ / = (0.1 ⁄ 3 ) (194.6 ) = 19.46
6
6

CONSTRUCTION ENGINEERING-CICLO X 47