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PLANILLA DE EXCEL PARA EL CALCULO ESTRUCTURAL DE PARES SIMETRICOS BAJO CARGA UNIFORME

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losas de viguetasPLANILLA DE LOSAS DE VIGUETAS PRETENSADASLOSAS DE VIGUETAS PRETENSADAS LINEA TENSOLITEHORMIGON H-17ARMADURA DE REPARTICION: MALLA ELECTROSOLDADA 4.2 mm cada 15 cmANALISIS DE CARGASCARACTERISTICAS DE LA LOSAPosicionCorteVIGUETASOBSERV.Carga adicion.SobrecargaSerieArmadura( Kgm / m )(m)(m2)LaSUPERFICIEHORMIGONVIGUETASBOVEDILLASMALLAS( m )kg / m2permanenteReglamentariakg / m2akg.m / mKg/m( cm )( cm )( cm )(mm2 )(m2)(m3)(kg)L25.402911505009411/83429.952540.7016521D592843L16SERIES DE VIGUETAS TENSOLITEDETALLE DE VIGAS CINTAS (VC)Serie ASTER0 - 3.0Serie A13.1 - 3.4Serie A23.5 - 3.80Serie B13.9 - 4.2Serie B24.3 - 4.6Serie C4.7 - 5.4Serie D5.5 - 6.2Serie E6.3 - 7.2LOSA DE VIGUETAS DOBLES

LuzdeclculoPesoPropioCARGA UTILKg / m2CARGATOTALCoeficiente de MomentoMomento M = a.q.L2Altura BovedillaEspesorCapa deCompres.Espesor LosaMomentoAdmisible16 cm5 cmBovedilla de telgopor 16 cmMalla Sima f 4.2 mm cada 15 cm21 cmf 10 mmMalla Sima f 4.2 mm cada 15 cm21 cm30 cmf 10 mmEstribos f 4.2 mm cada 15 cm

Losas llenasPLANILLA DE LOSAS LLENAS ARMADAS EN UNA DIRECCIONKh100KeHORMIGON : H-174.0749ACERO: TIPO lll ADN 42/504.1849ARMADURASCORTE4.949DimensionesCargasMomentosApoyo IzquierdoTramoApoyo derecho5.0149POS.LUZdhqpAp. izq.TramoAp. der.Adic. izquierdoCaballete. izquierdoArmadura PrincipalCaballete. derechoAdic. derechoArmadura. d/ repart.ApoyoApoyotoObservac.5.1250(m)(cm)(cm)(t/m2 )(t/m2 )(tm/m)(tm/m)(tm/m)AreafSep.AreafSep.AreafSep.AreafSep.AreafSep.AreafSep.izquier.derech.TRAMOAPOYO IZQUIERDOAPOYO DERECHIOLSAREAHORMIGONACERO5.2250(cm2 )(mm)(cm)(cm2 )(mm)(cm)(cm2 )(mm)(cm)(cm2 )(mm)(cm)(cm2 )(mm)(cm)(cm2 )(mm)(cm)( t )( t )(Kg/cm2 )Khnec.Khadopt:100KeFenecFe cab. Izq.Khnec.Khadopt:100KeFenecFe cab.der..Fe cab. Izq.Khnec.Khadopt:100KeFenecFe cab.der..(m)(m2)(m3)(kg)5.3350LV1.2015131.000.300.000.000.727.541215---------7.5412151.136250.001.201.15LOSA EN VOLADIZO0000.0000000.000015.320646925713.1452.4908.6510.381.56124.565.4350LE3.8017151.000.300.501.810.505.231015---7.541215---5.2310151.136251.901.901.58LOSA DE ESCALERA11.164843913510.8465.54021.213203435617.4441.470011.164843913510.8465.54027.601.29103.365.5350L12.6515131.000.300.720.880.507.541215---5.231015---5.2310151.886151.331.331.27LOSA DE HALL13.875302876113.1453.04015.320646925713.1452.490018.384776310917.4441.6901.23.180.4838.165.6351LP2.6535338.000.000.007.020.007.541215---7.541215---5.2310153.3581510.6010.604.02LOSA DE PLATEA12.452830188710.8469.7900000.00000000.0001.23.181.1189.045.7251LT1.9015133.000.000.721.352.507.541215---7.541215---5.2310153.358152.852.852.74LOSA DE TANQUE11.173111107410.8464.79015.320646925713.1452.49008.22192191647.9509.6201.22.280.3427.365.8251LVT2.0715133.000.000.000.001.507.541215---------7.5412151.886153.113.112.99LOSA DE TANQUE0000.0000000.000010.61445555219.6475.4201.12.280.3427.325.91510000.0000000.00000000.0007.70.000.000.006.01510000.0000000.00000000.00060.000.000.006.1520000.0000000.00000000.00060.000.000.006.19520000.0000000.00000000.0005.12409.8046.21520000.0000000.00000000.0006.36520000.0000000.00000000.0006.45520000.0000000.00000000.0006.53530000.0000000.00000000.0006.62530000.0000000.00000000.0006.7530000.0000000.00000000.0006.78536.86536.94537.02547.2537.4527.6517.9508.3498.8489.64710.84613.14517.44429.443

PLANILLAS VIGASPLANILLA DE VIGAS DE HORMIGONkhkekeKxkzebeeHORMIGON : H-174.0749253.51050.540.78ACERO: TIPO lll ADN 42/504.1849243.51050.540.78CargasDIMENSIONESSOLICITACIONESARMADURA NECESARIAARMADURAS4.949233.51050.540.78qPEsquemaAlturasAnchoMomentosCorteAPOYO IZQ.TramoAPOYO DER.ESTRIBOSPERCHAS5.0149223.51050.540.78f (mm)f (mm)f (mm)f (mm)PosicionLuz (m)(t/m)(t)Estatico(cm)(cm)( tm )( T )APOYOIZQUIE.TRAMOAPOYODER.Cant.Cant.fSep.fCant.Observac.5.1250213.51050.540.78Totalrec.tilalmaTramoApoyoIzq.Der.Super.InferiorInferiorSuper.Super.InferiorBarrasfNfNfNfBarrasf( mm )( cm )( mm )barrasAPOYO DERECHOAPOYO IZQUIERDOTRAMO5.2250203.51050.540.78VIGAHORMIGONAPOYO IZQ.TRAMOAPOYO DERPERCHAESTRIBOSSUBTOTALCUANTIAdrhboIzq.Der.(cm2 )(cm2 )(cm2 )(cm2 )(cm2 )(cm2 )( mm )d/ barras( mm )d/ barras( mm )d/ barras( mm )( mm )KhKhadoptKeKeKhKhadoptKeKeKhKhadoptKeKe5.3350193.51050.540.78(m3 )(kg)(kg)(kg)(kg)(kg)(KG)V13.42.000.0060357152.893.003.003.403.402.4202.3302.420312--312--31281512212.745587471710.846012.745587471710.846012.985885337310.84605.4350183.51050.540.78V10.3062.3060169.2240642.30601612.29875212.207650133338.3424981333125.3022814815V23.43.000.0060357154.344.004.005.105.103.2303.5703.230312--412--31281512211.038002536710.846011.038002536710.846010.60293097829.64705.5350173.51050.540.78V20.3062.30601612.2987522.30601612.29875212.207650133341.4171861333135.3502814815V39.425.080.00803773039.6717.0017.0023.9323.9310.38027.31010.380420220820220420815122Estribos 4 ramas10.2288519289.647010.2288519289.64706.696074126.625355.6351163.51050.540.78V32.260823.66304189.3043223.6630434.074777651.49077504322.19595264142.5141333333V49.423.601.00803773030.0014.0014.0016.6816.688.36019.8708.36042022062022042081512211.271645842610.846011.271645842610.84607.77.65105.7251153.51050.540.78V42.260823.66304141.9782423.6630434.074777651.49077504274.86987264121.5808VA5.41.000.0040337202.653.243.242.702.704.2003.3704.200412--312--4126151229.19272390758.84809.19272390758.848010.16293866759.64705.8251143.51050.540.78VA0.4324.88332814.6499844.88332819.5333128.464435252.4143872121.3296VF5.40.500.0040337201.331.621.621.351.352.0101.6102.010212--212--21261512213.000474825110.846013.000474825110.846014.372565697113.14505.9151133.51050.540.78VF0.4322.4416649.7666562.44166419.5333128.464435242.647731298.7216VT3.850.508.0050347258.630.000.004.964.960.0009.1810.000212--420--212815122000000008.00115914737.95006.0151123.51050.540.78VT0.481251.74081638.68481.74081613.92652813.823368533369.9163285333145.28068266670000000000006.152113.51050.540.780000000000000000000006.1952103.51050.540.780000000000000000000006.215293.51050.540.780000000000000000000006.365283.51050.540.780000000000000000000006.455273.51050.540.780000000000000000000006.535363.51050.540.780000000000000000000006.625353.51050.540.780000000000000000000006.75343.51050.540.780000000000000000000006.785333.51050.540.780000000000000000000006.865323.51050.540.780000000000000000000006.945313.51050.540.780000000000000000000007.025403.51050.540.780000000000000000000007.25303.51050.510.790000000000000000000007.45203.51050.480.80000000000000000000007.65103.51050.440.820000000000000000000007.95003.381050.40.830000000000000000000008.34902.951050.370.850000000000000000000008.84802.541050.340.870000000000000000000009.64702.141050.30.8900000000000000000000010.84601.73103.0863750.260.9100000000000000000000013.14501.3292.8620.210.9300000000000000000000017.44400.973.23750.150.9500000000000000000000029.44300.867.20.090.97000000000000000000000000000000Malla Sima 4.2 mm c/ 15 cm000000000000000000000BOVEDILLAS 17 cm000000000000000000000CARPETA 5 cm000000000000000000000000000000000000000000000000000000000000000VIGUETAS0000000000000000000004cm00000000000000000000000000000000000000000036 cm00000000000000000000000000000000000000000010cm00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000CAPA DE COMPRESION 5 CM0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000BBAA

dhborXiXdMtBarras adicional. superioresBarras adicional. superioresPerchas f 12Estribos f fcadaEstribos f 6 CADA 15 cmcada2 f 1222 cm20 cm27 cm13cm5cm8cm20 cm50 cm20 cm13 cm50 cm13cm5cm8cm25 cmEstribos f fcadaEstribos f 6 CADA 20 cmcada2 f 1222 cm20 cm25 cm13 cm15 cm10cm25 cm13 cm30 cm30 cm30 cm27 cm

PLANILLA DE COLUMNASPLANILLA DE COLUMNAS0 = NO1 = SIHORMIGON : H-17ACERO: TIPO lll ADN 42/501 = SICPHORMIGONARM. LONG. Fe x-xARM. LONG. Fe y-yESTRIBOSSUBTOTALCUANTIA(m3 )(kg)(kg)(kg)(KG)DIMENSIONESVERIFICACION PANDEOSOLICITACIONESARMADURA LONGITUDINALESTRIBOS0.000.000.000.000.000.000.00GRAVITATORIASSISMICASArmadura Nec.ARMADURAS ADOPTADA0.000.000.000.000.000.000.00PosicinNIVELTipologaHbxbylee/dfNMpNsMqMsFe + Fe`AtotalNffSep.Observac.CARGAS GRAVITATORIASSISMO EN DIRECCION X-XSISMO EN DIRECCION X-X0.000.000.000.000.000.000.00( m )( cm )( cm )(m)(m)( t )( tm )( t )( tm )( tm )( cm2 )( cm2 )(mm)( mm )( cm )nmn>0.23?jj>0.004?n/0.630.23?jj>0.004?n/0.630.23?jj>0.004?n/0.630.23?jj>0.004?n/0.630.23?jj>0.004?n/0.630.23?jj>0.004?n/0.63