NOMBRES EDU PALOMINO MENDOZA 47608252
EJERCICIO N°01
RESOLUCION
Pe C°A° = 2400 kg/m3 f'c = 280 kg/cm2
Pc/v OFICINA
250 kg/m2
Pc/v techos =
100 kg/m2
Lx = 11.35 m A = 104.3 M2
Ly = 9.35 m
1) CALCULO DEL PESO SISMOCO DE LA EDIFICACIPON "P"
CM
VIGAS COLUMNAS CM
NIVEL 01 17,280.00 10,800.00 13,996.80 540.00 24,252.50 66,869.30
NIVEL 02 17,280.00 10,800.00 11,372.40 540.00 24,252.50 64,244.90
NIVEL 03 17,280.00 10,800.00 11,372.40 540.00 24,252.50 64,244.90
NIVEL 04 17,280.00 10,800.00 5,686.20 540.00 24,252.50 58,558.70
CV
P = 100%CM + 25%CV
h hi Pi*hi αi
26,075.00 73,388.05 F1 3.2 3220,164.15 0.11854006
26,075.00 70,763.65 F2 2.6 5.6 396,276.44 0.21336186
26,075.00 70,763.65 F3 2.6 8.2 580,261.93 0.31242272
10,430.00 61,166.20 F4 2.6 10.8 660,594.96 0.35567537
P total = 276,081.55 1,857,297.48 1.00
Fi mi Ec I =bh^3/12 h^3 Ki Kc
4,116.41 7,480.94 2526713.28013
0.0052083333
32.768
4819.3231204
43373.9081
7,409.18 7,213.42 2526713.28013
0.0052083333
17.576
8984.9556218
80864.6006
10,849.15 7,213.42 2526713.28013
0.0052083333
17.576
8984.9556218
80864.6006
12,351.14 6,235.09 2526713.28013
0.0052083333
17.576
8984.9556218
80864.6006
34,725.88
2) CALCULO DE LA FUEZA BASAL "V"
Z = 0.35 ZONA 3
U = 1.00 USO C
C = 2.50
LOSA
ALIGERADA
PUNTO NO
CONSIDERADO
ACABADOS Y
TABIQUES
Fuerzas
Laterales
