ANÁLISIS DE CARGAS de PROYECTO ARQUITECTÓNICO DE CUBIERTA LIGERA

ANÁLISIS DE CARGAS de PROYECTO ARQUITECTÓNICO DE CUBIERTA LIGERA (puente)

MATERIAL ESPESOR PESO VOLUMÉTRICO PESO

GALVADECK 25 (calibre 22:) espesor de concreto #5 ------------------------ 197 kg/m2

antiderrapante de aluminio

(3/16”) = 0.00635 m 2700 kg/m3 17.145kg/m2

Instalaciones ------------------------ ------------------------ 30 kg/m2

CM 244.145kg/m2

CV 400 kg/m2

TOTAL 644.145kg/m2

Planta arquitectónica de la losa del puente

CM= 244.145 kg/m2

CV= 400 kg/m2

CT= L644.145 kg/m2

V1 w = (2.38m)/2 (644.145 kg/m2) = 766.533 kg/m

766.533 kg/m (5m) = 3832.665 kg

V2 w = ( 2.38m)/(2 ) + ( 2.38m)/(2 ) (644.145 kg/m2) =

w = (2.38m) (644.145 kg/m2) = 1533.0651 kg/m

1533.0651 kg/ m (5m) = 7,665.3255 kg

REACCIONES DE LOS ELEMENTOS SECUNDARIOS

1.∑▒〖fx 〗= 0 +

2.∑▒〖fy 〗= 0 +

-7,665.3255 kg + RyA + RyB = 0

-7,665.3255 kg + 3832.66275 kg + RyB = 0

-3832.66275 kg + RyB = 0

RyB = 3832.66275 kg

3.∑▒〖fx 〗= 0 +

7,665.3255 kg (2.5m) - RyA (5m) - RyB (0) =0

19,163. 31375 kg / m - RyA (5m) = 0

(19,163. 31375 kg / m) / (5m) = RyA

3832.66275 kg = RyA

LAS REACCIONES DE LA ARMADURA

Cada viga carga 3832.663 kg

1.∑▒〖fx 〗= 0 +

2.∑▒〖fy 〗= 0 +

72,820.597 kg - RyA - RyB = 0

72,820.597 kg - RyA – (36,410.3 kg) = 0

72,820.597 kg - 36,410.3 kg = RyA

36,410.297 kg = RyA

3.∑▒〖MA 〗= 0 +

3832.663 kg (2.38m) + 3832.663 kg (4.76m) + 3832.663 kg (7.14m) + 3832.663 kg (9.52m) + 3832.663 kg (11.9m) + 3832.663 kg (14.28m) + 3832.663 kg (16.66m) + 3832.663 kg (19.04m) + 3832.663 kg (21.42m) + 3832.663 kg (23.8m) + 3832.663 kg (26.18m) + 3832.663 kg (28.56m) + 3832.663kg (30.94m) + 3832.663 kg (33.32m) + 3832.663 kg (35.7m) + 3832.663 kg (38.08m) + 3832.663 kg (40.46m) + 3832.663 kg (42.84m) + 3832.663 kg (45.22m) – RyA (0)- RyB (47.6m)= 0

1,733,130.2 kg / m - RyB (47.6m) = 0

1,733,130.2 kg / m / 47.6m = RyB

36,410.3 kg = RyB

36,410.297 kg = RyA 36,410.3 kg = RyB

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