Reservorio Apoyado Model
1
5.18 5.00 1.15 SOLADO DE CIMENTACION IF .JFPð 0.30 .10 NIVEL DE AGUA 0.05 Estribos # $6 ARMADURA RADIAL VER ARMADURA EN LA CARA INFERIOR DE CUPULA 1.46 0.40 0.08 CL IMPERMEABILIZAR 0.25 0.85 C.N.A. = 467.54 1.30 0.35 # # # 2.00 # 0.40 5.00 1.10 0.10 0.40 # # # # $6 ESTRUCTURA DE MURO, 4.30 6.30 5.65 # 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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Reservorio Apoyado Model
Transcript of Reservorio Apoyado Model
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.
