Predi- Edifio de 5 Pisos

PREDIPREDIMENSIONAMIENTO DE LOSAHlosa=0.25 m

hEJE1,2-A,D1,2-D,F2,3-B,D2,3-D,F3',4-A,C3,4-C,E3,4-E,F4,5-B,E4,5-E,F5,6-A,D5,6-D,F6,7-A,D6,7-D,F*Simplemente apoyadosLn/160.19*Con un extremo continuoLn/18.50.240.240.180.18*Ambos extremos continuosLn/210.180.180.190.190.200.200.190.19*En voladizoLn/8

PREDIMENSIONAMIENTO DE VIGAS

EJELUZ LIBRE (m)L/12L/10PERALTE "H"ANCHO TRIBURARIO "B"BASE B/20SECCION

"X"A-A4.40.370.440.40.250.25X0.4B-B3.860.320.390.350.250.25X0.35C-C4.150.350.4150.40.250.25X0.40SECCION DE VIGASD-D4.40.370.440.44.30.250.25X0.4VIGA X=0.25x0.40E-E4.150.350.4150.40.250.25X0.4VIGA Y=0.25*0.50F-F4.40.370.440.40.250.25X0.4"Y"1_15.30.440.530.50.250.25X0.502_23.10.260.310.34.430.250.25X0.303_330.250.30.34.230.250.25X0.303_3"1.90.160.190.254.230.250.25X0.254_43.10.260.310.34.380.250.25X0.305_53.10.260.310.34.420.250.25X0.306_65.30.440.530.54.040.250.25X0.507_75.30.440.530.50.250.25X0.50

X13.9Y5.325

PREDIMENSIONAMIENTO DE COLUMNAS

COLUMNA0.35x0.352do piso3er piso4to piso5to pisoAREALONG.AREALONG.AREALONG.AREALONG.N PisoL(m)Area libreTab. Equivalente24.2317.9729.7619.5224.2317.9729.7619.52DATOSPESO POR METRO CUADRADO1er4033.5543.7429.644033.5543.7429.64N Pisos5 PisosVivienda (S/C)200 Kg/m2do127.59232.6278 Kg/m26.415.0737.5713.2326.415.0737.5713.23Altura Entrepiso2.70 mAligerado (0.25cm)350 Kg/m3er134.38234.19290 Kg/m30.918.530.911.4530.918.530.911.45Altura 1er piso3.35 mAncho tabiqueria:0.15 m4to127.59232.6278 Kg/m37.5720.0826.414.8637.5720.0826.414.86Altura de muro2.50 mAzotea: S/C100 Kg/m5to134.38234.19290 Kg/m43.745.144031.543.745.144031.5CARACTERISTICASAcabados120 Kg/m29.7617.2825.8214.1829.7617.2825.8214.18P. Esp. Muro de Albaileria:1350 Kg/mTabiqueria 1 piso:319 Kg/m232.6127.59234.19134.38232.6127.59234.19134.38Resistencia a la compresion : f'c210 Kg/mTabiqueria 2 piso:278 Kg/mP. Esp. Del C: 2400 Kg/mTabiqueria 3 piso:290 Kg/mEsfuerzo de fluencia del acero4200 Kg/cmTabiqueria 4 piso:278 Kg/mTabiqueria 5 piso:290 Kg/mAzotea: S/C100 Kg/m

Area TributariaP. AligeradoL Vigas XL Vigas YP. VigasTABIEQUERIAP. ColumnaACABADOSCMCVPESOAreaseccion UTILIZO16.720 m29260.00 Kg6.36 m4.314082.00 Kg24333.87 Kg3056.40 Kg10032.00 Kg51504.27 Kg16720.00 Kg68224.27 Kg928.22 cm230.47 cm35*35

PREDIMENSIONAMIENTO DE PLACASLONGITUD DE PLACA X=95.50 cm1mLONGITUD DE PLACA Y=105.11 cm1.2m

Vs = Cortante por sismo
DEYSI ANCAJIMA: SIN DIVIDIR ENTRE FACTOR DE REDUCCION SISMICA (R)1375.81 TnH = Altura de primer nivel en cm.340.00 cmnx = Nmero de Placas en X8ny = Nmero de Placas en Y6 = deriva del Maxima C0.007Ec = 15000fc (Mdulo de elasticidad del concreto) 217370.65 Kg/cm2t = Espesor del muro ( cm ) 15.00 cm

REA DE PLACA=22391.55 cm22.2 m2

Vs = Cortante por sismo
DEYSI ANCAJIMA: CON FACTOR DE REDUCCION SISMICA (R)171.98 Tn

t = Espesor del muro 0.147 m0.20 m

METRADO DE CARGAS

METRADO DE CARGADIMENSIONESViga Xb = 0.25 mh = 0.40 mVigas Yb = 0.25 mh = 0.50 mH columna:2.70 mCOL0.35 m0.35 m

PESO POR METRO CUADRADOPes. Esp. C2.40 T/mpara Losa aligeradaP. Esp. Muro de Alb.:1.80 T/mAligerado(0.25m):0.35 T/mSOBRECARGAAcabados 0.12 T/mTabiqueria0.10 T/mvivienda(S/C):0.20 T/mespesor de ladrillo :0.15 m

1. PRIMER PISO

CARGA MUERTACM=166.98LOSA ALIGERADAVIGAS XVIGAS YCOLUMNASTABIQUERIAArea (m2)PESO LOSA(Tn)EJELongitudPESO (Tn)EJELongitudPESO (Tn)TIPONPESO (Tn)HLxLyPESO (Tn)221.6677.581A-A4.41.0561_15.11.224C12419.052.650.5630.2556.72862B-B3.860.92642_25.11.224C-C4.150.9963_330.72D-D4.41.0563"_3"1.90.456E-E4.150.9964_43.050.732F-F4.41.0565_53.050.7326.08646_65.11.2247_75.11.2247.536

2. SEGUNDO PISO

CARGA MUERTACM=182.74

LOSA ALIGERADAVIGAS XVIGAS YCOLUMNASTABIQUERIAArea (m2)PESO LOSA(Tn)EJELongitudPESO VP(Tn)EJELongitudPESO VS(Tn)TIPONPESO COL(Tn)HLxLyPESO (Tn)220.4277.147A-A4.41.0561_15.11.224C12419.052.662.0341.8472.91674B-B3.860.92642_25.11.224C-C4.150.9963_330.72D-D4.41.0563"_3"1.90.456E-E4.150.9964_43.050.732F-F4.41.0565_53.050.7326.08646_65.11.2247_75.11.2247.536

3. TERCER PISO


LOSA ALIGERADAVIGAS XVIGAS YCOLUMNASTABIQUERIAArea (m2)PESO LOSA(Tn)EJELongitudPESO VP(Tn)EJELongitudPESO VS(Tn)NPESO COL(Tn)HLxLyPESO (Tn)220.4277.147A-A4.41.0561_15.11.2242419.052.659.4365.5487.72894B-B3.860.92642_25.11.224C-C4.150.9963_330.72D-D4.41.0563"_3"1.90.456E-E4.150.9964_43.050.732F-F4.41.0565_53.050.7326.08646_65.11.2247_75.11.2247.536

4. CUARTO PISO


LOSA ALIGERADAVIGAS XVIGAS YCOLUMNASTABIQUERIAArea (m2)PESO LOSA(Tn)EJELongitudPESO VP(Tn)EJELongitudPESO VS(Tn)NPESO COL(Tn)HLxLyPESO (Tn)220.4277.147A-A4.41.0561_15.11.2242419.052.662.0341.8472.91674B-B3.860.92642_25.11.224C-C4.150.9963_330.72D-D4.41.0563"_3"1.90.456E-E4.150.9964_43.050.732F-F4.41.0565_53.050.7326.08646_65.11.2247_75.11.2247.536

5. QUINTO PISO


LOSA ALIGERADAVIGAS XVIGAS YCOLUMNASTABIQUERIAArea (m2)PESO LOSA(Tn)EJELongitudPESO VP(Tn)EJELongitudPESO VS(Tn)NPESO COL(Tn)HLxLyPESO COL(Tn)220.4277.147A-A4.41.0561_15.11.2242419.052.659.4365.5487.72894B-B3.860.92642_25.11.224C-C4.150.9963_330.72D-D4.41.0563"_3"1.90.456E-E4.150.9964_43.050.732F-F4.41.0565_53.050.7326.08646_65.11.2247_75.11.2247.536

CUADRO RESUMEN

PISOPESO REAPeso(Tn)Peso(Tn)CM (Tn)S/C (tn/m2)CMCV1er166.98 Tn0.2 221.66 m2166.98 Tn44.33 m2211.32 Tn2do182.74 Tn0.2 220.42 m2182.74 Tn44.08 m2226.82 Tn3ero197.55 Tn0.2 220.42 m2197.55 Tn44.08 m2241.63 Tn4to182.74 Tn0.2 220.42 m2182.74 Tn44.08 m2226.82 Tn5to197.55 Tn0.2 220.42 m2197.55 Tn44.08 m2241.63 TnTOTAL1148.22 Tn

2500METRADO DE CARGAS PARA VIGAS2800

CARGA MUERTA3 y 5 piso

VP- 1Losa :0.25P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3502.65927.5Peso tabiqueria290.492.90842.42Peso de acabados1002.90290Peso de viga24000.250.5300TotalCM2.4tn/mlCARGA VIVA2002.90CV0.6tn/ml

2.36Tn/ml0.58kg/ml

2.36Tn/ml0.58kg/ml

CARGA MUERTAVP- 2Losa :0.25 y 0.20P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3001.945583.5Peso de la losa3502.225778.75Peso tabiqueria290.494.421283.97Peso de acabados1004.42442Peso de viga24000.250.5300TotalCM3.4tn/mlCARGA VIVA2004.42CV0.9tn/ml

CARGA MUERTAVP- 3Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3004.011203.00Peso tabiqueria290.494.261237.49Peso de acabados1004.26426.00Peso de viga24000.250.5300.00TotalCM3.2tn/mlCARGA VIVA2004.26CV0.9tn/ml

3.17kg/ml0.85 kg/ml3.17kg/ml0.85 kg/mlCARGA MUERTAVP- 4Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3004.091227.00Peso tabiqueria290.494.341260.73Peso de acabados1004.34434.00Peso de viga24000.250.5300.00TotalCM3.2tn/mlCARGA VIVA2004.34CV0.9tn/ml3.22kg/ml0.87 kg/ml3.22kg/ml0.87 kg/mlCARGA MUERTAVP- 5Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3004.141242.00Peso tabiqueria290.494.391275.25Peso de acabados1004.39439.00Peso de viga24000.250.5300.00TotalCM3.3tn/mlCARGA VIVA2004.39CV0.9tn/ml3.26kg/ml0.88 kg/ml3.26kg/ml0.88 kg/mlCARGA MUERTAVP- 6Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3003.851155.00Peso tabiqueria290.494.11191.01Peso de acabados1004.1410.00Peso de viga24000.250.5300.00TotalCM3.1tn/mlCARGA VIVA2004.1CV0.8tn/ml3.06kg/ml0.82 kg/ml3.06kg/ml0.82 kg/mlCARGA MUERTAVP- 7Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3002.25675.00Peso tabiqueria290.492.5726.23Peso de acabados1002.5250.00Peso de viga24000.250.5300.00TotalCM2.0tn/mlCARGA VIVA2002.5CV0.5tn/ml1.95kg/m0.50 kg/ml1.95kg/m0.50 kg/ml

5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m2.00 m5.50 m2.70 m3.20 m2.00 m2.20 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m1.43 m3.35 m3.35 m2.70 m2.70 m2.70 m2.70 m1.28 m1.40 m3.35 m2.70 m2.70 m2.70 m2.70 m1.43m5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m1.40 m5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m1.40 m2.19 m2.75 m1.90 m3.35 m2.59 m1.05 m0.56 m1.38 m1.38 m

METRADO DE CARGAMETRADO DE CARGAS PARA VIGASCARGA MUERTA2 y 4 pisoVP- 1Losa :0.25P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3502.65927.50Peso tabiqueria2782.90805.32Peso de acabados1002.90290.00Peso de viga24000.250.5300.00TotalCM2.3tn/mlCARGA VIVA2002.90CV0.6tn/ml

2.32kg/ml0.58 kg/ml

2.32kg/ml0.58 kg/ml

CARGA MUERTAVP- 2Losa :0.25 y 0.20P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3001.945583.50Peso de la losa3502.225778.75Peso tabiqueria2784.421227.42Peso de acabados1004.42442.00Peso de viga24000.250.5300.00TotalCM3.3tn/mlCARGA VIVA2004.42CV0.9tn/ml

3.33kg/ml0.88 kg/ml

3.33kg/ml0.88 kg/mlCARGA MUERTAVP- 3Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3004.011203.00Peso tabiqueria277.704.261182.99Peso de acabados1004.26426.00Peso de viga24000.250.5300.00TotalCM3.1tn/mlCARGA VIVA2004.26CV0.9tn/ml

3.11kg/ml0.852

3.11kg/ml0.852CARGA MUERTAVP- 4Losa :0.2P. PROPIO(kg/m2)(kg/m3)B(m)b(m)h(m)Kg/mlPeso de la losa3004.091227.00Peso tabiqueria277.704.341205.21Peso de acabados1004.34434.00Peso de viga24000.250.5300.00TotalCM3.2tn/mlCARGA VIVA2004.34CV0.9tn/ml

3.17kg/ml0.868


3.17kg/ml0.878


3.00kg/ml0.82


1.92kg/ml0.5

1.92kg/ml0.5

5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m2.00 m5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m2.00 m2.20 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m3.35 m3.35 m2.70 m2.70 m2.70 m2.70 m1.28 m1.40 m3.35 m2.70 m2.70 m2.70 m2.70 m1.43m5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m1.40 m5.50 m3.35 m2.70 m2.70 m2.70 m2.70 m3.20 m1.40 m1.90 m3.35 m2.59 m2.75 m1.38 m1.38 m2.19 m1.05 m1.43 m0.56 m

Ana.Sism.ANALISIS SISMICO - NORMA E.030 - DISEO SISMORRESISTENTEIREGULAR=3/4 REGULARFactor de Zona:Factor de Uso:Factor de Ampliacin ( C )Factor de Suelo (S)Coeficiente de ReduccionRZonaZCategoraFactor (U)C = 2.5*Tp/TC

Predi- Edifio de 5 Pisos

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