5.18
5.00
1.15
SOLADO DE CIMENTACIONf'c = 100 Kg/cm²
0.30
.10
NIVEL DE AGUA
0.05 Estribos
4 Ø 5/8"
Ø 3/8" @ .15 A/S
ARMADURA RADIAL VERARMADURA EN LA CARAINFERIOR DE CUPULA
1.46
0.40
0.08
CL
IMPERMEABILIZAR
0.25
0.85
C.N.A. = 467.54
1.30
0.35
Ø 3/8" @ .20
Ø 5/8" @ .20
Ø 5/8" @ .20
2.00
Ø 5/8" @ .20
0.40
5.00
1.10
0.10
0.40
Ø 1" @ .15
Ø 5/8" @ .15
Ø 5/8" @ .30
Ø 3/8" @ .30 A/S
1/10 DE LOSA
ESTRUCTURA DE MURO,
4.30
6.30
5.65
4 Ø 5/8" Ø3/8", @ 0.20
VB-01
VB-01
0.35
0.40
VEREDA C.F = 461.75
C.V = 461.95
AFIRMADO E=0.10m.
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