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