metrados
Páginas: 3 (660 palabras)
Publicado: 20 de junio de 2013
Diseño de zapatas conectadas
Columna exteriorColumna interior
Ps1(ton)= 96.00 Ps2(ton)= 165.00Pu1(ton)= 142.20 Pu2(ton)= 244.50s/c(kg/m2)= 200γ(ton/m3)= 2.00Limite depropiedadhvh(mts)=1.50L(mts)= 5.65
221111Viga conexión
T
b1(cms)=
50 bv b2(cms)= 62.04 Bt1(cms)= 50 t2(cms)= 62.04A
2
SLejes(mts)= 6.21
Zapata exteriorZapata interior 21.- Características generalesZapata Exteriorσt(kg/cm2)= 3.50 Peso(%Ps1)= 20f´c(kg/cm2)= 210fy(kg/cm2)= 4200
Zapata Interior
Φ(aplastamiento)= 0.70 Peso(%Ps2)= 20
2.- Predimensionado de elementosVIGA
hv(mt)= 0.90bv(mt)= 0.50
ZAP.EXT.σn(ton/m2)= 31.80
AsumidosReales
Az(m2)= 3.62 Az(m2)= 3.36S(mts)= 1.35 S(mts)= 1.30Azr= 3.38T(mts)= 2.70 T(mts)= 2.60
ZAP.INT.
Ps2efect=
161.03 A(mts)= 2.35Azr= 5.52Az(m2)= 5.06 B(mts)= 2.35m(mts)= 0.85Espaciamiento entre zapatas=
4.24 mt
Diseño de zapatas conectadas
Columna exteriorColumna interior
Ps1(ton)= 96.00 Ps2(ton)= 165.00Pu1(ton)= 142.20 Pu2(ton)= 244.50s/c(kg/m2)= 200γ(ton/m3)=2.00Limite depropiedadhvh(mts)= 1.50L(mts)= 5.65
221111Viga conexión
T
b1(cms)=
50 bv b2(cms)= 62.04 Bt1(cms)= 50 t2(cms)= 62.04A
2
SLejes(mts)= 6.21
Zapata exteriorZapata interior 21.-Características generalesZapata Exterior
σt(kg/cm2)= 3.50 Peso(%Ps1)= 20f´c(kg/cm2)= 210fy(kg/cm2)= 4200
Zapata Interior
Φ(aplastamiento)= 0.70 Peso(%Ps2)= 20
2.- Predimensionado de elementosVIGA
hv(mt)=0.90bv(mt)= 0.50
ZAP.EXT.
σn(ton/m2)= 31.80
AsumidosReales
Az(m2)= 3.62 Az(m2)= 3.36S(mts)= 1.35 S(mts)= 1.30Azr= 3.38T(mts)= 2.70 T(mts)= 2.60
ZAP.INT.
Ps2efect=
161.03 A(mts)= 2.35Azr=5.52Az(m2)= 5.06 B(mts)= 2.35m(mts)= 0.85
Espaciamiento entre zapatas=
4.24 mt
Diseño de zapatas conectadas
Columna exteriorColumna interior
Ps1(ton)= 96.00 Ps2(ton)= 165.00Pu1(ton)= 142.20Pu2(ton)= 244.50s/c(kg/m2)= 200γ(ton/m3)= 2.00Limite depropiedadhvh(mts)= 1.50L(mts)= 5.65
221111Viga conexión
T
b1(cms)=
50 bv b2(cms)= 62.04 Bt1(cms)= 50 t2(cms)= 62.04A
2
SLejes(mts)= 6.21...
Columna exteriorColumna interior
Ps1(ton)= 96.00 Ps2(ton)= 165.00Pu1(ton)= 142.20 Pu2(ton)= 244.50s/c(kg/m2)= 200γ(ton/m3)= 2.00Limite depropiedadhvh(mts)=1.50L(mts)= 5.65
221111Viga conexión
T
b1(cms)=
50 bv b2(cms)= 62.04 Bt1(cms)= 50 t2(cms)= 62.04A
2
SLejes(mts)= 6.21
Zapata exteriorZapata interior 21.- Características generalesZapata Exteriorσt(kg/cm2)= 3.50 Peso(%Ps1)= 20f´c(kg/cm2)= 210fy(kg/cm2)= 4200
Zapata Interior
Φ(aplastamiento)= 0.70 Peso(%Ps2)= 20
2.- Predimensionado de elementosVIGA
hv(mt)= 0.90bv(mt)= 0.50
ZAP.EXT.σn(ton/m2)= 31.80
AsumidosReales
Az(m2)= 3.62 Az(m2)= 3.36S(mts)= 1.35 S(mts)= 1.30Azr= 3.38T(mts)= 2.70 T(mts)= 2.60
ZAP.INT.
Ps2efect=
161.03 A(mts)= 2.35Azr= 5.52Az(m2)= 5.06 B(mts)= 2.35m(mts)= 0.85Espaciamiento entre zapatas=
4.24 mt
Diseño de zapatas conectadas
Columna exteriorColumna interior
Ps1(ton)= 96.00 Ps2(ton)= 165.00Pu1(ton)= 142.20 Pu2(ton)= 244.50s/c(kg/m2)= 200γ(ton/m3)=2.00Limite depropiedadhvh(mts)= 1.50L(mts)= 5.65
221111Viga conexión
T
b1(cms)=
50 bv b2(cms)= 62.04 Bt1(cms)= 50 t2(cms)= 62.04A
2
SLejes(mts)= 6.21
Zapata exteriorZapata interior 21.-Características generalesZapata Exterior
σt(kg/cm2)= 3.50 Peso(%Ps1)= 20f´c(kg/cm2)= 210fy(kg/cm2)= 4200
Zapata Interior
Φ(aplastamiento)= 0.70 Peso(%Ps2)= 20
2.- Predimensionado de elementosVIGA
hv(mt)=0.90bv(mt)= 0.50
ZAP.EXT.
σn(ton/m2)= 31.80
AsumidosReales
Az(m2)= 3.62 Az(m2)= 3.36S(mts)= 1.35 S(mts)= 1.30Azr= 3.38T(mts)= 2.70 T(mts)= 2.60
ZAP.INT.
Ps2efect=
161.03 A(mts)= 2.35Azr=5.52Az(m2)= 5.06 B(mts)= 2.35m(mts)= 0.85
Espaciamiento entre zapatas=
4.24 mt
Diseño de zapatas conectadas
Columna exteriorColumna interior
Ps1(ton)= 96.00 Ps2(ton)= 165.00Pu1(ton)= 142.20Pu2(ton)= 244.50s/c(kg/m2)= 200γ(ton/m3)= 2.00Limite depropiedadhvh(mts)= 1.50L(mts)= 5.65
221111Viga conexión
T
b1(cms)=
50 bv b2(cms)= 62.04 Bt1(cms)= 50 t2(cms)= 62.04A
2
SLejes(mts)= 6.21...
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