GALLETA-2
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Transcript of GALLETA-2
CARGA MUERTA
N° DESCRIPCION AREA (m2)
1 LOSA ALIGERADA 122.222 VT 30x60 45.6 0.33 VT 30x50 38.8 0.34 COLUMNAS 30x60 2.88 3.95 ACABADO 150.426 TABIQUERIA MOVIL 150.42
AREA DE LOSAS LY LX AREAEJE 1-2 TRAMO AD 4.7 9.7 45.59EJE 2-3 TRAMO AD 4.2 9.7 40.74EJE 3-4 TRAMO AD 3.7 9.7 35.89
122.22
CARGA VIVA
N° DESCRIPCION AREA (m2)
1 OFICINAS 150.42
PISO 2= 128.13525PISO 3= 128.13525
PISO 1PESO SISMICO = 1.00CM+1.25CV ZPsismico = 136.77525 U
CPESO TOTAL 393.04575 S
Vbasal = (ZUCS/R)xP
LONGITUD (mts)
BASE (m)
LONGITUD (mts)
BASE (m)
PERALTE (m) PARCIAL (Tn)
0.3 36.6660.6 2.4 19.69920.5 2.4 13.968
2.4 26.95680.1 15.0420.1 15.042
TOTAL 127.374 Tn
164.979
PERALTE (m) PARCIAL (Tn)
0.25 37.605
PESO UNITARIO
PESO UNITARIO
CALCULO DE DUERZAS EQUIVALENTES
Vbasal= 51.59
PISO h h acumu Pi Pi x hacumu3 2.65 9.20 128.14 1178.892 2.65 6.55 128.14 839.321 3.90 3.90 136.78 533.44
2551.65
PISO h h acumu Pi Pi x hacumu3 2.65 9.20 128.14 1178.892 2.65 6.55 128.14 839.321 3.90 3.90 136.78 533.44
2551.65
Piso ey = ex = Mtx0.69 23.83 16.440.69 16.97 11.710.69 10.78 7.44
Piso ey = ex = Mtx0.55 23.83 12.990.55 16.97 9.250.55 10.78 5.88
CALCULO DE DUERZAS EQUIVALENTES
Fix23.8416.9710.7951.59
Fiy23.8416.9710.7951.59
CALCULO DE MASAS
Lx 10.9Ly 13.8AP 150.42
IXX 2387.17IYY 1489.28
PISO Pi Mt=Pi/g Mr=Mt(Ixx+Iyy)/A3 128.14 13.06 336.622 128.14 13.06 336.621 136.78 13.94 359.32