Armadura Final - Puente Alcantarilla y Losa

DISEÑO DE ARMADURA – PUENTE ALCANTARILLA AUX. ANDREW VARGAS CONDARCO

𝜙16 c/16

𝜙12 c/25

Lc/5 = 0.6 m

𝜙12 c/25

Lc/5 = 0.6 m

0.25 m H/5 = 1 m

H/5 = 0.9 m

H/5 = 0.9 m

𝜙12 c/20

𝜙16 c/25

𝜙12 c/25

0.3 m 𝜙12 c/20

𝜙16 c/16

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

0.3 m

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20 H=4.5 m

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

𝜙12 c/25

𝜙12 c/20

𝜙12 c/20

𝜙12 c/20

0.25 m

𝜙16 c/20

H/5 = 0.9 m

H/5 = 0.9 m

Lc/5 = 0.6 m

H/5 = 1 m

H/5 = 1 m

H/5 = 1 m 𝜙20 c/20

𝜙12 c/20

𝜙12 c/25

𝜙16 c/20

𝜙16 c/16

Lc = 3 m Lt = 12.3 m

𝜙12 c/25

𝜙16 c/20

Lc/5 = 0.6 m

𝜙20 c/20

DISEÑO DE ARMADURA – PUENTE LOSA ESVIAJADA AUX. ANDREW VARGAS CONDARCO

VISTA LONGITUDINAL

𝜙12 c/16

𝜙12 c/16

rod = 0.05m h = 0.40 m

𝜙25 c/10

𝜙12 c/11

VISTA TRANSVERSA 𝜙12 c/16

𝜙12 c/11

𝜙12 c/16

𝜙25 c/10

DISEÑO DE ARMADURA – PUENTE LOSA ESVIAJADA AUX. ANDREW VARGAS CONDARCO VISTA EN PLANTA

𝜙12 c/16

𝜙12 c/16

𝜙25 c/10

𝜙12 c/11