muros tipo xv
DESCRIPTION
Diseño de murosTRANSCRIPT
-
.50 .20 .50
1.20
1.20
a 2
.20
2.00
0.20
0.20
1.50 a 1.001.50 a 1.00
1.00
a 2
.00
2.00
a 3
.00
1.00
a 2
.00
0.20
0.20
4.40
a 7
.40
1.00 4.00 1.00
6.00
1.00
2.00 a 1.00
0.50
0.50
0.40
0.50
DOWELLSAcero 15/8" + Tubo PVC SAP 3/4"a 0.30 mEmbebido en el Concreto En Ambos sentidos
Pav. Rgidof'c=210 Kg/cm2
e = 0.20 m
Junta AsflticaE = 1"
Concreto Ciclpeof'c=210 Kg/cm2 + 60% P.G.
Concreto Ciclpeof'c=210 Kg/cm2 + 60% P.G.
Concreto Ciclpeof'c=210 Kg/cm2 + 60% P.G.
Junta AsflticaE = 1"
Acero 5/8" @ 0.30 m
Anclado a la Roca
DOWELLS
DOWELLS
Vereda
VeredaVereda Calzada
Roca
S=2%S=2%
DETALLE MURO DE CONTENCINSOBRE ROCA SANA (Areniscas)
TOTAL = 10.65 m2
PARCIAL = 7.65 m2
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