Bajadas De Carga

I. DETERMINACION DE LOSAS












LOSA DE ENTREPISO














LOSA DE AZOTEA



II. DETERMINACIÓN DE CARGAS UNITARIAS


LOSETA= (1) (1) (2000 kg/m2)(0.01m) = 20 kg
MORTERO= (1) (1) (1600 kg/m2) (0.04m) = 64 kg
CONCRETO= (1) (1) (2400 kg/m2) (0.10m) = 240kg
YESO= (1) (1) (1500 kg/m2) (0.015m) = 22.5 kg
TIROL= (1) (1) (35 kg/m2) (0.015m) =0.525 kg

WT= 347.02 kg/m2
CARGA VIVA= 170 kg
CARGA ADICIONAL= 40 kg

WT= 557.02 kg/m2

LOSA DE ENTREPISO


III. DETERMINACIÓN DE CARGAS UNITARIASIMPERM= (1) (1) (15 kg/m2) (0.001m) = 15 kg
ENLADRIL= (1) (1) (1600 kg/m2) (0.01m) = 16 kg
ENTORTADO= (1) (1) (1900 kg/m2) (0.04m) = 76 kg
CONCRETO= (1) (1) (2400 kg/m2) (0.10m) = 240kgYESO= (1) (1) (1500 kg/m2) (0.015m) = 22.5 kg
TIROL= (1) (1) (35 kg/m2) (0.015m) = 0.525 kg

WT= 370 kg/m2
CARGA VIVA= 170 kg
CARGA ADICIONAL= 40 kgWT= 580 kg/m2


IV. DETERMINACION DE MUROS












MURO










MURO BAÑO










MURO COCINA



V. DETERMINACION DE CARGAS SOBRE LOSAS

LOSA 13 X 3 = 9m2


557.02 kg (9)= 4725.22 kg

A (triangulo)= 3 (1.5) / 2 = 2.25 (557.02) = 1181.29 kg/m

LOSA 2



4 X 3 = 12m2


557.02 kg (12)= 6684.24 kg

A (triangulo)= 3 (1.5)/ 2 = 2.25 (557.02) = 1253.29 kg/m2

A(trapecio)= 6 + 1 (1.5) / 2 = 5.25 (557.02) = 2924.3 kg/m2










LOSA 3



3 X 3 = 9m2


557.02 kg (9)= 4725.22 kg

A (triangulo)= 3(1.5) / 2 = 2.25 (557.02) = 1181.29 kg/m

LOSA 4



3 X 2= 6m2


557.02 (6) = 3442.12 kg

A (triangulo)= 2 (1) / 2 = 1 (557.02) = 557.02 kg/m

A (trapecio) = 3 + 1 (1) / 2 = 2(557.02) = 1114.04 kg/m

LOSA 5



5 X 4= 20m2


557.02 (20) = 10500.4 kg

A (triangulo)= 4 (2) / 2 = 4 (557.02) = 2100 kg/m

A (trapecio) = 5+1 (2) / 2 = 6 (557.02) = 3150.12 kg/m...