Calculo Muro Tanque
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Consultora : EIDA SRL Muro: Tanque A Muro Terreno No X Y MURO CENTRAL No X Y 1 0.00 0.00 Seccion 3 1 0.40 1.80 2 0.00 0.20 2 1.20 1.80 3 0.20 0.20 3 1.20 0.20 4 0.20 1.80 4 1.00 0.20 5 0.40 1.80 5 0.40 1.80 6 0.40 1.80 6 0.40 1.80 7 1.00 0.20 7 8 1.20 0.20 8 9 1.20 0.20 9 10 1.20 0.00 10 11 0.00 0.00 12 Volumen 13 Muro 5.16 m3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 MURO 29 3 Area = 1.04 m2 30 3 Xcg = 0.51 m 31 3 Ycg = 0.67 m 32 33 TERRENO 34 4 Area = 0.80 m2 35 4 Xcg = 0.92 m 36 4 Ycg = 1.16 m 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.50 1.00 1.50
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Transcript of Calculo Muro Tanque
Consultora : EIDA SRL Muro: Tanque AMuro Terreno
No X Y MURO CENTRALNo X Y1 0.00 0.00 Seccion 3 1 0.40 1.802 0.00 0.20 2 1.20 1.803 0.20 0.20 3 1.20 0.204 0.20 1.80 4 1.00 0.205 0.40 1.80 5 0.40 1.806 0.40 1.80 6 0.40 1.807 1.00 0.20 78 1.20 0.20 89 1.20 0.20 9
10 1.20 0.00 1011 0.00 0.0012 Volumen13 Muro 5.16 m3141516171819202122232425262728 MURO29 3 Area = 1.04 m230 3 Xcg = 0.51 m 31 3 Ycg = 0.67 m 3233 TERRENO34 4 Area = 0.80 m235 4 Xcg = 0.92 m 36 4 Ycg = 1.16 m
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Consultora : EIDA SRL Muro: Tanque AlmMuro Agua
No X Y MURO CENTRALNo X Y1 0.00 0.00 Seccion 3 1 1.00 1.802 0.00 0.20 2 1.20 1.803 0.20 0.20 3 1.20 0.204 0.80 1.80 4 1.00 0.205 1.00 1.80 5 1.00 1.806 1.00 1.80 6 1.00 1.807 1.00 0.20 78 1.20 0.20 89 1.20 0.20 9
10 1.20 0.00 1011 0.00 0.0012 Volumen13 Muro 5.16 m3141516171819202122232425262728 MURO29 3 Area = 1.04 m230 3 Xcg = 0.69 m 31 3 Ycg = 0.67 m 3233 AGUA34 4 Area = 0.32 m235 4 Xcg = 1.10 m 36 4 Ycg = 1.00 m
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Consultora : EIDA SRL Muro: Tanque Alm
MURO PROTECCION Seccion Terreno
PRESION TERRENO 3 4
Muro TerrenoArea 1.04 m2 3 Area Area 0.80 m2 4 AreaXcg 0.51 m 3 Xcg Xcg 0.92 m 4 XcgPeso especifico muro 2,400.00 Kg/m3 Peso especifico Rellen 1,800.00 Kg/m3Distancias Angulo de friccion 30.00 gradosAltura 1.80 m 3 Altura Angulo talud gradosAltura adicional mBase 1.00 m 3 BaseCargasDistancia x m 3 X ka = 0.333 RankineDistancia y m 3 Y Em = 972.00
FUERZAS VERTICALES FUERZAS HORIZONTALESElem. Peso Brazo Momento Elem. Peso Brazo Momento
Kg m Kg-m Kg m Kg-mMuro 2,496.00 0.51 1,267.20 Eh 972.00 0.60 583.20
Puente FrenadoRelleno 1,440.00 0.92 1,324.80
SobrecargaEv
Suma 3,936.00 0.66 2,592.00 Suma 972.00 0.60 583.20Sum. Fx Sum. Mo
EXCENTRICIDADe1 = 0.15 m Excentricidaddm = 0.50 m Media basee2 = -0.01 m ExcentricidadFs = 0.17 > -0.01 OK
PRESIONESP1 = 0.37 Kg/cm2P2 = 0.42 Kg/cm2P3 = 0.79 Kg/cm2Fs Ho = 44.0 > 0.42 OKFs Suelo = 1.80 > 0.42 OKFs Presion = 1.80 > 0.79 OK
VERIFICACION AL VUELCOMe = 2,592.00 Kg-m Mom. EstabilizanteMv = 583.20 Kg-m Mom. VuelcoFs = 4.44 > 2.0 OK
VERIFICACION AL DESLIZAMIENTOPt = 2,755.20 Kg Fuerza VerticalEt = 972.00 Kg Fuerza deslizanteFs = 2.83 > 2.0 OK
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Consultora : EIDA SRL Muro: Tanque Alm
MURO PROTECCION Seccion Agua E inclinado
PRESION AGUA 3 4
Muro AguaArea 1.04 m2 3 Area Area 0.32 m2 4 AreaXcg 0.69 m 3 Xcg Xcg 1.10 m 4 XcgPeso especifico muro 1,800.00 Kg/m3 Peso especifico Rellen 1,000.00 Kg/m3Distancias Angulo de friccion gradosAltura 1.60 m 3 Altura Angulo talud gradosAltura adicional mBase 1.20 m 3 BaseCargasDistancia x m 3 X ka = 1.000 RankineDistancia y m 3 Y Em = 1280.00
FUERZAS VERTICALES FUERZAS HORIZONTALESElem. Peso Brazo Momento Elem. Peso Brazo Momento
Kg m Kg-m Kg m Kg-mMuro 1,872.00 0.69 1,296.00 Eh 1,280.00 0.53 682.67
Puente FrenadoRelleno 320.00 1.10 352.00
SobrecargaEv
Suma 2,192.00 0.75 1,648.00 Suma 1,280.00 0.53 682.67Sum. Fx Sum. Mo
EXCENTRICIDADe1 = 0.31 m Excentricidaddm = 0.60 m Media basee2 = 0.16 m ExcentricidadFs = 0.20 > 0.16 OK
PRESIONESP1 = 0.33 Kg/cm2P2 = 0.04 Kg/cm2P3 = 0.37 Kg/cm2Fs Ho = 44.0 > 0.33 OKFs Suelo = 1.80 > 0.33 OKFs Presion = 1.80 > 0.37 OK
VERIFICACION AL VUELCOMe = 1,648.00 Kg-m Mom. EstabilizanteMv = 682.67 Kg-m Mom. VuelcoFs = 2.41 > 2.0 OK
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