Todo Concreto

PredimensionamientoPREDIMENSIONAMIENTOVigasViguetasLosasViga bordeAmbos extremos continuosUn extremo continuoViguetaAmbos extremos continuosUn extremo continuoViga de borde1 y 2 pisoLongitudAlturaBaseAlturaBase1, 2, 3, 4 y 5LongitudespesorLongitudespesorPara todo los pisosLongitudAlturaBase60.290.15Long. CriticaAlturaBase110.050.750.0560.380.1970.340.1760.290.06210.050.750.0570.440.222.50.140.0770.340.07310.050.50.033.60.20.1410.050.50.033.30.180.09510.050.50.031.40.080.04Vigueta escogidaAltura0.4Viga borde escogidaAltura0.6Base0.1Base0.4A. transver0.04Losa escogidaEspesor0.07A. transver0.24Ambos extremos continuosUn extremo continuo3, 4 y 5 pisoLongitudAlturaBaseAlturaBase60.290.15Longitud total ViguetasLongitud total Viga borde70.340.1711330.81141.382.50.140.0721330.82141.3820.110.063698.4831151.40.080.044698.4841155698.485115

Viga escogidaAltura0.6Base0.4A. transver0.24Longitud total Vigas1484.42484.43256.64256.65256.6

CargasAVALUO DE CARGASDatos NecesariosPeso especifico concreto2.4Area placa 1 y 2 piso1590.44Area placa 3, 4 y 5 piso787.84Cargas muertasCargas vivasPisoCarga por piso (Ton/m2)Peso por piso (Ton)

Estructurales0.311.15496290331836.899221.15496290331836.8992PisoVigas31.2047928513949.184A. transLong. TotalVolumenPeso Carga41.2047928513949.18410.24484.4116.256279.01440.175432207450.9247928513728.588820.24484.4116.256279.01440.1754322074Peso Total6300.755230.24256.661.584147.80160.187603574340.24256.661.584147.80160.187603574350.24256.661.584147.80160.1876035743

PisoViguetasA. transLong. TotalVolumenPeso Carga10.041330.853.232127.75680.080327959620.041330.853.232127.75680.080327959630.04698.4827.939267.054080.085111291640.04698.4827.939267.054080.085111291650.04698.4827.939267.054080.0851112916PisoViga bordeA. transLong. TotalVolumenPeso Carga10.24141.3833.931281.434880.051202736320.24141.3833.931281.434880.051202736330.2411527.666.240.084077985440.2411527.666.240.084077985450.2411527.666.240.0840779854PisoLosaEspaciamientoEspesorCarga110.070.168210.070.168310.070.168410.070.168510.070.168

No estructurales

PisoCielo rasoPisoMurosCargaCarga10.0510.2520.0520.2530.0530.2540.0540.2550.0550PisoBaldosaPisoCubiertaCargaCarga10.081020.082030.083040.08405050.05

ColumnasCALCULO DE COLUNMAS

AF: Area aferenteColumnas escogidasBaseAnchoColumnaAF (m2) - 1 y 2AF (m2) - 3,4 y 5ColumnaAF (m2) - 1 y 2AF (m2) - 3, 4 y 5Hasta 2do piso11A329.939225.0311D54938.5Hasta 5to piso1.11.1A437.862537.8625D645.50A529.939225.0311D737.86250B253.11690E129.93920B345.535.75E245.50B445.545.5E34938.5B545.535.75E44949B653.11690E54938.5C129.93920E645.50C245.50E729.93920C34938.5F253.11690C44949F345.535.75C54938.5F445.545.5C645.50F545.535.75C729.93920F653.11690D137.86250G329.939225.0311D245.50G437.862537.8625D34938.5G529.939225.0311D44949Datos NecesariosCuantia1F. Seguridad2COLUMNASColumna (s)PisosW. totalW TOTArea brutaLadoColumna (s)PisosW. totalW TOTArea brutaLadoB2, B6, F2, F6161.3480490408122.69609808160.07687725440.28B2, B6, F2, F610000261.348049040820303040405050

Columna (s)PisosW. totalW TOTArea brutaLadoColumna (s)PisosW. totalW TOTArea brutaLadoB2, B6, F2, F610000B2, B6, F2, F6100002020303040405050




Columna (s)PisosW. totalW TOTArea brutaLadoB2, B6, F2, F61000020304050

Def. porticosDeformacion por PorticosEje XPortico APortico EPisoF. SismicaCortanteEje XDes. PisoRigidezPisoF. SismicaCortanteEje XDes. PisoRigidez51501500.1495840.0288155205.622071837651501500.0942940.0221746764.67935419864122.72727272.730.1207690.0321018495.9970094394122.72727272.727270.072120.02359311559.6689696096395.454545368.190.0886680.03366610936.5531990732395.454545368.1818150.0485270.02162817023.3870445718268.181818436.380.0550020.03532712352.5915022504268.181818436.3636330.0268990.01739625084.1361807312136.363636472.750.0196750.01967524027.9542566709136.363636472.7272690.0095030.00950349745.0561927812Portico BPortico FPisoF. SismicaCortanteEje XDes. PisoRigidezPisoF. SismicaCortanteEje XDes. PisoRigidez51501500.1127940.0243286165.734955606751501500.1127940.0243286165.73495560674122.72727272.730.0884660.02635710347.53575900144122.72727272.727270.0884660.02635710347.4321812042395.454545368.190.0621090.02554814411.695631752395.454545368.1818150.0621090.02554814411.375254423268.181818436.380.0365610.02359918491.461502606268.181818436.3636330.0365610.02359918490.7679562693136.363636472.750.0129620.01296236471.9950624904136.363636472.7272690.0129620.01296236470.2413979324Portico CPortico GPisoF. SismicaCortanteEje XDes. PisoRigidezPisoF. SismicaCortanteEje XDes. PisoRigidez51501500.0942940.0221746764.679354198651501500.1495840.0288155205.62207183764122.72727272.730.072120.02359311559.78468189724122.72727272.727270.1207690.0321018495.9119653593395.454545368.190.0485270.02162817023.7654891807395.454545368.1818150.0886680.03366610936.310075447268.181818436.380.0268990.01739625085.0770292021268.181818436.3636330.0550020.03532712352.1282022249136.363636472.750.0095030.00950349747.4481742608136.363636472.7272690.0196750.01967524026.7989326557Portico DPisoF. SismicaCortanteEje XDes. PisoRigidez51501500.0942940.0221746764.67935419864122.72727272.730.072120.02359311559.7846818972395.454545368.190.0485270.02162817023.7654891807268.181818436.380.0268990.01739625085.0770292021136.363636472.750.0095030.00950349747.4481742608Eje YPortico 1Portico 5PisoF. SismicaCortanteEje YDes. PisoRigidezPisoF. SismicaCortanteEje YDes. PisoRigidez551501500.0525930.00942415916.808149405844122.72727272.727270.0431690.01092624961.30971993413395.454545368.1818150.0322430.01187730999.5634419466268.18181868.1818180.0091230.00533212787.2876969242268.181818436.3636330.0203660.01291333792.5836753659136.363636104.5454540.0037910.00379127577.2761804273136.363636472.7272690.0074530.00745363427.7833087347Portico 2Portico 6PisoF. SismicaCortanteEje YDes. PisoRigidezPisoF. SismicaCortanteEje YDes. PisoRigidez554433268.18181868.1818180.0057760.00340320035.7972377314268.18181868.1818180.0057760.00340320035.7972377314136.363636104.5454540.0023730.00237344056.2385166456136.363636104.5454540.0023730.00237344056.2385166456Portico 3Portico 7PisoF. SismicaCortanteEje YDes. PisoRigidezPisoF. SismicaCortanteEje YDes. PisoRigidez51501500.0525930.00942415916.808149405854122.72727272.727270.0431690.01092624961.30971993414395.454545368.1818150.0322430.01187730999.56344194663268.181818436.3636330.0203660.01291333792.5836753659268.18181868.1818180.0091230.00533212787.2876969242136.363636472.7272690.0074530.00745363427.7833087347136.363636104.5454540.0037910.00379127577.2761804273Portico 4PisoF. SismicaCortanteEje YDes. PisoRigidez51501500.0525930.00942415916.80814940584122.72727272.727270.0431690.01092624961.3097199341395.454545368.1818150.0322430.01187730999.5634419466268.181818436.3636330.0203660.01291333792.5836753659136.363636472.7272690.0074530.00745363427.7833087347

PeriodoEje XDatos ImportantesEJE X0.9Cortante Basal eje XPisoRigidez Fuerza (ton)Vi (ton)i (Cm)i (Cm)Ct0.047TX0.0000543036.75211748441501500.00348539310.0158078128Av0.1Gravedad9.8472366.1152484079122.72727272.727270.00376871510.0123224197Fv3.5SaERROR:#DIV/0!3101766.852183628695.454545368.1818150.00361789530.0085537046Aa0.1VbERROR:#DIV/0!2136941.239402486168.181818436.3636330.00318650270.0049358093Fa2.5K0.7501270236.942191052136.363636472.7272690.00174930660.0017493066Ta0.5859133692Cu1.33EJE XCu*Ta0.779264781Cortante Basal eje YPisoRigidez (Si)(Fi)WiSi^2(Si^2)*WiFi*SiTY0.7862543036.75211748440.01580781281501836.89920.00024988690.45901713232.3711719251Gravedad9.8472366.11524840790.0123224197122.727271836.89920.0001518420.27891849881.5122969306Tx FinalTy FinalSa0.58765221853101766.85218362860.008553704695.454545949.1840.00007316590.06944786630.81648998310.7792647810.779264781Vb6300.7552136941.23940248610.004935809368.181818949.1840.00002436220.02312422360.3365324539K1.1431270236.94219105210.001749306636.363636728.58880.00000306010.00222953540.0636111488TX0.83273725635.10010244160.8106061839To0.14Tc0.672Tl8.4Eje YImportancia II1.1comparando el periodo obtenido, este se encuentra entre Tc y TlEJE YPisoRigidez Fuerza (ton)Vi (ton)i (Cm)i (Cm)547750.42444821731501500.00314133330.014772174474883.9291598023122.72727272.727270.0036420.0116308406392998.690325839895.454545368.1818150.0039590.00798884062167023.920895409168.181818436.3636330.00261258170.00402984061333550.3793203536.363636472.7272690.0014172590.001417259EJE YPisoRigidez (Si)(Fi)WiSi^2(Si^2)*WiFi*Si547750.42444821730.0147721741501836.89920.00021821710.40084286032.2158260958474883.92915980230.0116308406122.727271836.89920.00013527650.24848921011.4274213194392998.69032583980.007988840695.454545949.1840.00006382160.06057841760.76257114832167023.92089540910.004029840668.181818949.1840.00001623960.01541438330.2747618611333550.379320350.00141725936.363636728.58880.00000200860.00146346020.0515366895TY0.72678833144.7321171140.7861792834

Cortante basalDatos importantes - Tablas Norma NSR-10 A. 4. 2-1 A. 2.3-2 A.2.4-3A.2.4-4A.2.5-1CtAvAaFaFvImportancia I0.0470.90.10.12.53.51.1To0.14Tc0.672Tl8.4Cortante Basal eje XCortante Basal eje YTX0.8106TY0.7862Gravedad9.81Gravedad9.81Sa0.5699438385Sa0.5876522185Vb3591.077Vb3702.653K1.105K1.093En XEn YpisoPesohihi^kpeso*(h)^kFiVipisoPesohihi^kpeso*(h)^kFiVi51836.899216.518.237501017433500.45102879621449.15749258951449.157492589551836.899216.518.035979088133130.27555813271494.1833876411494.18338764141836.899213.514.921591741527409.45993265141185.67431211872634.831804708141836.899213.514.75671016327106.58909301771222.51368079712716.69706843813949.18410.511.605682465611015.9281054239476.52536791463111.35717262273949.18410.511.477441237910894.2035839327491.3311991063208.02826754412949.1847.58.28977318977868.5200753028340.37526279613451.73243541892949.1847.58.19817231287781.5739885234350.95085650433558.97912404851728.588844.42121236783221.245813634139.34416889753591.07660431641728.588844.37235856683185.6514813619143.67364720263702.652771251183015.604955808482098.2937049684

Centro de rigidezCENTRO DE MASASPisoFormaAreaxy1Circular1590.429937522.5022.52Circular1590.429937522.5022.53Cir + rec787.849422.5022.54Cir + rec787.849422.5022.55Cir + rec787.849422.5022.5RIGIDEZ DE PORTICOSPiso/PorticoEje XABCDEFGSumatoria55205.62207183766165.73495560676764.67935419866764.67935419866764.67935419866165.73495560675205.622071837643036.752117484448495.99700943910347.535759001411559.784681897211559.784681897211559.668969609610347.43218120428495.911965359372366.1152484079310936.553199073214411.69563175217023.765489180717023.765489180717023.387044571814411.37525442310936.310075447101766.8521836286212352.591502250418491.46150260625085.077029202125085.077029202125084.136180731218490.767956269312352.1282022249136941.2394024861124027.954256670936471.995062490449747.448174260849747.448174260849745.056192781236470.241397932424026.7989326557270236.9421910521Piso/PorticoEje Y1234567Sumatoria50015916.808149405815916.808149405815916.80814940580047750.424448217340024961.309719934124961.309719934124961.30971993410074883.929159802330030999.563441946630999.563441946630999.56344194660092998.6903258398212787.287696924220035.797237731433792.583675365933792.583675365933792.583675365920035.797237731412787.2876969242167023.9208954091127577.276180427344056.238516645663427.783308734763427.783308734763427.783308734744056.238516645627577.2761804273333550.3793203501Distancia de los porticos a los ejesCentro de rigidezExcentricidades PorticoPisos 1 y 2Pisos 3,4,5PisoCr xCr yEXCENTRICIDADES (m)x (m)y (m)x (m)y (m)522.522.5PisoNaturalesAccidentalesA2.52.5422.49994526522.5XYXYB8.58.5322.499882114222.51 y 20.00018666102.252.25C15.515.5222.49981333922.53, 4 y 5000.92.25D 22.522.5122.499761684522.5E29.529.5F36.536.5G42.542.5Excentricidad total12.5PisoExc. Total28.5XY315.515.51 y 22.2501866612.25422.522.53, 4 y 50.92.25529.529.5636.5742.5

CORTANTE POR PISOSMOMENTO TORSOR

Cortante por portico - EJE XPisoMomento TorsorPisocortante totalPortico APortico BPortico CPortico DPortico EPortico FPortico GMt(x)Mt(y)51449.1574925895175.2866063963207.6160622866227.7840517412227.7840517412227.7840517412207.6160622866175.286606396353260.60435832631344.765048876942634.8318047081309.3370848543376.7511386314420.888812822420.888812822420.8845997671376.7473673903309.333988421145928.37156059332445.027361594333111.3571726227334.3674537393440.614321966520.4741398922520.4741398922520.4625695594440.6045269465334.360020627137000.55363840112887.225440789723451.7324354189311.35865964466.0946382941632.2929046391632.2929046391632.2691896706466.0771568079311.346981728127766.39797969248008.367351706913591.0766043164319.2984041379484.6625598992661.07503961661.07503961661.043253472484.6392561136319.283051473718079.92235971198331.6598761793Cortante por portico - EJE YPisocortante totalPortico APortico BPortico CPortico DPortico EPortico FPortico G51494.18338764100498.0611292137498.0611292137498.06112921370042716.697068438100905.5656894794905.5656894794905.56568947940033208.0282675441001069.3427558481069.3427558481069.3427558480023558.9791240485272.4740846855426.9267762395720.0591340662720.0591340662720.0591340662426.9267762395272.474084685513702.6527712511306.1279027206489.056417705704.0947101333704.0947101333704.0947101333489.056417705306.1279027206

Deriva

DERIVA

Porticos en XPorticos en Y

ABCDEFGABCDEFGPiso 5Y20207071420Piso 5X707K5205.62207183766165.73495560676764.67935419866764.67935419866764.67935419866165.73495560675205.6220718376K15916.808149405815916.808149405815916.8081494058KY104112.4414367517123314.699112134147352.7554793902047352.755479390386320.2893784939104112.4414367518KX111417.65704584030111417.6570458404KY22082248.8287350342466293.982242683331469.28835573160331469.28835573231208484.05129891542082248.82873503518502214.267723132KX2779923.59932088190779923.59932088351559847.1986417654VX33.737567737939.960046628115.3446290714015.344629071427.972032639733.7375677379VX36.1048180209036.1048180209VY505.9753785965599.296306077680.5452721857080.5452721857293.655189978505.9753785965VY189.51728198710189.5172819871



ABCDEFGABCDEFGPiso 2Y20147071420Piso 2X20147071420K12352.591502250418491.46150260625085.077029202125085.077029202125084.136180731218490.767956269312352.1282022249K12787.287696924220035.797237731433792.583675365933792.583675365933792.583675365920035.797237731412787.2876969242KY247051.830045008258880.4610364845175595.53920441470175588.9532651185258870.7513877707247042.5640444986KX255745.7539384846280501.1613282398236548.08572756130236548.0857275615280501.16132824255745.7539384848KY24941036.600900163624326.4545107821229168.774430902201229122.672855833624190.5194287914940851.28088997219588696.30301644KX25114915.0787696923927016.2585953561655836.600092928201655836.60009293173927016.25859536045114915.07876969621395535.874915965VX46.81563449649.057127161733.2748661729033.273618155749.055287210246.8138786147VX48.463108887353.154189718244.8252041692044.825204169253.154189718248.4631088873VY965.4843849812708.197667928240.18102962510240.1720213229708.1711060525965.4481732324VY999.46044483767.3436129881323.55242646430323.5524264643767.3436129881999.46044483

ABCDEFGABCDEFGPiso 1Y20147071420Piso 1X20147071420K24027.954256670936471.995062490449747.448174260849747.448174260849745.056192781236470.241397932424026.7989326557K27577.276180427344056.238516645663427.783308734763427.783308734763427.783308734744056.238516645627577.2761804273KY480559.0851334179510607.9308748649348232.13721982510348215.3933494688510583.379571054480535.9786531131KX551545.5236085465616787.3392330382443994.48316114290443994.4831611433616787.3392330386551545.5236085467KY29611181.7026683587148511.0322481062437624.960538774702437507.7534462837148167.3139947599610719.57306226338393712.33595854KX211030910.4721709288635022.7492625323107961.38212799903107961.3821280058635022.74926254311030910.47217093445547789.207122944VX46.256976891749.149376195133.5196366537033.518024945949.147012970446.2547527408VX53.089889109559.369843543942.7373931385042.737393138559.369843543953.0898891095VY953.9631229219709.5293918615241.94780535910241.9361719047709.4952759174953.9172539938VY1094.8790823279857.0739294317308.48241535090308.4824153509857.07392943171094.8790823279

ABCDEFGABCDEFGPiso 5K5205.62207183766165.73495560676764.67935419866764.67935419866764.67935419866165.73495560675205.6220718376Piso 5K15916.808149405815916.808149405815916.8081494058Fx141.5490386584167.6560156585212.4394226698227.7840517412212.4394226698179.644029647141.5490386584Fx461.9563111928498.0611292137461.9563111928Fy505.9753785965599.296306077680.5452721857080.5452721857293.655189978505.9753785965Fy189.51728198710189.5172819871 (eje X)0.02719157030.02719157030.03140421170.03367255710.03140421170.02913586640.0271915703 (eje X)0.02902317520.03129152050.0290231752

ABCDEFGABCDEFGPiso 4K8495.99700943910347.535759001411559.784681897211559.784681897211559.668969609610347.43218120428495.9119653593Piso 4K24961.309719934124961.309719934124961.3097199341Fx239.5376234731317.2435028285387.6492341999420.888812822387.6453538699317.2403272527239.5352257255Fx833.790700604905.5656894794833.790700604Fy575.7452654826343.596744544495.9625672441095.9616066684343.5933051753575.7395023301Fy207.21418507470207.2141850747 (eje X)0.02819417460.03065884580.03353429540.0364097450.03353429540.03065884580.0281941746 (eje X)0.03340332340.0362787730.0334033234

ABCDEFGABCDEFGPiso 3K10936.553199073214411.69563175217023.765489180717023.765489180717023.387044571814411.37525442310936.310075447Piso 3K30999.563441946630999.563441946630999.5634419466Fx254.2177654968366.6819756743476.8079760523520.4741398922476.7973764344366.6738241983254.2121141418Fx989.82850166721069.342755848989.8285016672Fy661.1197654303426.8849393791126.06408858030126.0612861289426.8754495689661.1050684932Fy229.55742160450229.5574216045 (eje X)0.02324477930.02544336110.02800837310.03057338520.02800837310.02544336110.0232447793 (eje X)0.03193040130.03449541340.0319304013ABCDEFGABCDEFGPiso 2K12352.591502250418491.46150260625085.077029202125085.077029202125084.136180731218490.767956269312352.1282022249Piso 2K12787.287696924220035.797237731433792.583675365933792.583675365933792.583675365920035.797237731412787.2876969242Fx264.543025144417.0375111324599.0180384662632.2929046391598.9955715148417.0218695976264.5331031134Fx224.0109757981373.7725865213675.233929897720.0591340662675.233929897373.7725865213224.0109757981Fy965.4843849812708.197667928240.18102962510240.1720213229708.1711060525965.4481732324Fy999.46044483767.3436129881323.55242646430323.5524264643767.3436129881999.46044483 (eje X)0.0214159940.02255297730.02387945780.02520593830.02387945780.02255297730.021415994 (eje X)0.01751825570.0186552390.01998171960.02130820010.01998171960.0186552390.0175182557ABCDEFGABCDEFGPiso 1K24027.954256670936471.995062490449747.448174260849747.448174260849745.056192781236470.241397932424026.7989326557Piso 1K27577.276180427344056.238516645663427.783308734763427.783308734763427.783308734744056.238516645627577.2761804273Fx273.0414272462435.5131837041627.5554029563661.07503961627.5252285261435.4922431432273.0282987329Fx253.0380136112429.6865741611661.3573169948704.0947101333661.3573169948429.6865741611253.0380136112Fy953.9631229219709.5293918615241.94780535910241.9361719047709.4952759174953.9172539938Fy1094.8790823279857.0739294317308.48241535090308.4824153509857.07392943171094.8790823279 (eje X)0.01136349040.01194102990.0126148260.01328862210.0126148260.01194102990.0113634904 (eje X)0.00917559850.0097531380.01042693410.01110073020.01042693410.0097531380.0091755985PisoDeriva Maxima (mts)Verificacion de derivaxy50.030.0337No cumple0.0313No cumple40.030.0365No cumple0.0363No cumple30.030.0306No cumple0.0345No cumple20.0350.0253Cumple0.0214Cumple10.040.0133Cumple0.0112Cumple

Todo Concreto

Documents

Transcript of Todo Concreto