Arquitectura

MEMORIA DE CÁLCULO
PESO DE AZOTEA

Enladrillado ………………………………..……… (0.025m)(1,500Kg/m3)= 38Kg/m2
Mortero …………………………………..……………..(0.02m)(2,000Kg/m3)= 40kg/m2
Entortado ……………………………………………….(0.02m)(2,000Kg/m3)= 40kg/m2
Tezontle ………………………………………..……. (0.12m)(1,550Kg/m3)= 186kg/m2
Losa …………………………………………. (0.05m)(2,400Kg/m3)(0.3m)= 360kg/m2WM=664kg/m2
+ 40kg/m2
=704kg/m2PESO DE ENTREPISO

Mármol …………………………………………..………… (0.02m)(2,250Kg/m3)=45kg/m2
Mortero ……………………………………….……………. (0.03m)(2,000Kg/m3)=60kg/m2
Losa ……………………….…………………. (0.06m)(0.03m)(2,400Kg/m3)=360Kg/m
Plafón=……………………………………….……………………………………………………..40Kg/mWM=505kg/m2
+40kg/m2
=545kg/m2

PESO DE ESCALERA

Yeso …………………………………………….…………. (0.02m)(1,500Kg/m3)= 30kg/m2
Losa……………………………………..…………….. (0.025m)(2,400Kg/m3)= 300kg/m2
Escalón …………………………….…. [ ](3)(1,500 Kg/m3)= 114kg/m2
Mármol ……………………………………………………. (0.02m)(2,250Kg/m3)= 45kg/m2
Pegamármol …………………………………….……. (0.015m)(2,000Kg/m3)= 30kg/m2
WM=519kg/m2
+ 40kg/m2=559kg/m2

Columna A-1, A-4, C-1 y C-4 Nivel 4

Azotea
Losa (3.75m)(3m)=11.25m2
(11.25m2)(804 kg/m2)………………………………………..9,045Kg
Trabe (3.75m)(0.35m)(0.7m)(2,400Kg/m3)=.....2,250Kg
(3m)(0.3m)(0.6m)(2400Kg/m3)=…………………..….1,296Kg
=3,501Kg
Columna(3.3m)(0.8m)(0.5m)(2,400Kg/m3)… =3,618Kg
∑=15,714Kg

Columna A-1, A-4, C-1 y C-4 Nivel 3 y 2

Entrepiso
Losa 11.25m2
(11.25m2)(795kg/m2)=………………………………………. 8,944Kg
Trabe..…………………………………………………………….…… 3,501Kg
Columna..……………………………………………………….…… 3,168Kg∑=15,613Kg

Columna A-1, A-4, C-1 y C-4 Nivel 1

Losa..…………………………………………………………………… 8,944Kg
Trabe..…………………………………………………………………. 3,501Kg
Columna…. (3.6m)(0.8m)(0.5m)(2,400Kg/m3)= 3,456Kg
∑=15,901Kg

Columna B-1 y B-4 Nivel 4

Azotea
Losa (6m)(3.75m)=22.5m2
(22.5m2)(804kg/m2)=…………………………………… 18,090Kg
Trabe(6m)(0.3m)(0.6m)(2,400Kg/m3)=…………………… 2,592Kg
(3.75m)(0.35m)(0.7m)(2,400Kg/m3)=……………… 2,205Kg
=4,797Kg
Columna
(3.3m)(0.8m)(0.5m)(2,400Kg/m3)=…………………..3,168Kg
∑=26,055Kg
Columna B-1 y B-4 Nivel 3 y 2

Entrepiso
Losa (6m)(325m)=22.5m2(22.5m2)(795kg/m2)=………………………………………. 17,888Kg
Trabe..…………………………………………………………….…… 4,797Kg
Columna..……………………………………………………….…… 3,168Kg
∑=25,853Kg

Columna B-1 y B-4 1

Losa..…………………………………………………………………… 17,888Kg
Trabe..………………………………………………………………….. 4,797Kg
Columna…. (3.6m)(0.8m)(0.5m)(2,400Kg/m3)= 3,456Kg...