Informe de respuestas 1Microsoft Excel 11.0 Informe de respuestasHoja de clculo: [DOSPUSCOM-LRFD(CORIS).xls]OPTIMIZAInforme creado: 01/09/2006 03:04:40 a.m.Celda objetivo (Mnimo)CeldaNombreValor originalValor final$P$58S/. Julio Najarro Rojas19,600.4019,600.39Celdas cambiantesCeldaNombreValor originalValor final$D$20=17.9817.98$D$21=44.9944.99$D$22=2.332.33$D$23=54.9954.99$D$24=3.593.59$D$25=184.99184.99$D$26=1.231.23$D$27=17.2417.24$D$28=1.081.08$D$29=200.00200.00$D$30=4.904.90$D$31=24.8024.80$D$32=1.131.13$D$33=24.9724.97$D$34=0.000.00$D$35=89.8689.86$D$36=0.830.83$D$37=1.311.31$D$38=9.959.95$D$39=11.4411.44RestriccionesCeldaNombreValor de la celdafrmulaEstadoDivergencia$G$166bfs/tsf3.76E/Fy VALOR10.95$G$166GOBIERNA EL DISEO POR FATIGADISEO POR SERVICIO Y FATIGA DE VIGAS PRINCIPALESMu=0.000tn.mMomento debido a cargas de fatigaftf=0.000kgf/cm2Esfuerzo de fatiga (tension)N1=365(Td)(Nd)(IMD)A=1.44E+12(Mpa)3IMD=22.50N1=1,231,875.0Nd=2.00Td=75(F)n=1073.849Kg/cm2OK! CUMPLE POR FATIGAEsfuerzos de FlexionLos esfuerzo de flexin y corte que resulten de la carga de fatiga, debern tomarse como el doble del calculadousando la combinacin de cargasfct=Esfuerzo mximo de compresin por flexin elstica en el ala de compresin debidos a las cargas permanentesno factorada y la carga de fatiga. Tomada como indicacin del esfuerzo mximo de flexin en el alma.Dc=100.94cmRh=1fcn1=2(fc)fatiga0kgf/cm2Esfuerzo de fatigafcn2=0.000kgf/cm2Esfuerzo debido a carga permanente (sin factorizar)fctn=fcn1+fcn20.000kgf/cm22Dc/tw=161.504Caso 1fcf1=2,530.00kgf/cm25.76(E/Fy)=165.9479417395Caso 1fcf2=-5,264,834.27kgf/cm26.43(E/Fy)=165.9479417395Caso 1fcf3=2,326.75kgf/cm2SELECCIONADOfcf=2,530.00kgf/cm2OK! ESFUERZO DE FLEXION POR FATIGAEsfuerzos de Cortevct0.58CFywVuf=13.997tnvcf=2Vuf/Aw=122.716kgf/cm2vct=Esfuerzo de corte mximo elstico en el alma debido a la carga sin factorar y la carga de fatiga especificadaVdc)=41.172tnvc(dc)=V(dc)/Aw180.481kgf/cm2vct(n)=vcf+vc(dc)303.197kgf/cm2do=200.000cmhw/tw=146k=9.163Fy=2,530.00kgf/cm2Es=2,100,000.00kgf/cm21.10(Ek/Fy)=95.931Caso 1C=1.0001.38(Ek/Fy)=120.35Caso 2C=0.657Caso 3C=0.542SELECCIONADOC=0.542vct=0.58CFy=795.331kgf/cm2OK! ESFUERZO DE CORTE POR FATIGAEsfuerzos de ServicioEsfuerzos en el aceroff0.95Fyff=esfuerzo en el acero para el estado limite de servicio y combinacion decargas SERVICIO IIff1=ft0.000kgf/cm2TensionOK CUMPLEff=fc0.000kgf/cm2CompresionOK! CUMPLEFy=2,530.000kgf/cm20.95Fy=2,403.500Esfuerzos en el concretofccf'cfcc=Esfuerzo en el concreto para el estado limite de servicio y combinacion decargas SERVICIO IIfcc=0.000kgf/cm2f'c=210.000kgf/cm2OK! CUMPLECLCULO DE DEFLEXIONESDEFLEXION POR CARGA MUERTADebida a carga muerta aplicada a la viga solaw=wdc11.540tn/m(viga metlica, concreto fresco y sobrecarga de equipo-personal)dc1=0.000cmDebida a carga muerta aplicada a la viga compuestaw=wdc20.186tn/m( barandas y pavimento)dc2=0.000cmDeflexion total debida a carga muerta (contraflecha de la viga metalica en la seccin central)=dc1+dc20.000cmContraflecha a 0 m de apoyo

&L&9UNSCH&R&9DISEO DE VIGA COMPUESTA (AASHTO-LRFD)&L&"Times New Roman,Cursiva"&9DISEO SUPERESTRUCTURA DE PUENTE SECCION COMPUESTA&R&"Arial,Cursiva"&P

SECCIONESCALCULOS PARA LA VIGA METALICA EN DIFERENTES SECCIONESL=52.00ms=7850.00kgf/m3Peso especfico deltw=1.25cmtc=18.00cmacero estructuralhw=182.50cmn=8.80Bc=3.60mS=1.43mNb=3.00Nc=1.00Se asume que la viga metlica tendra tres secciones diferentes en el patin inferior y tressecciones diferentes en el patin superior; la combinacion de ests secciones de patinescon el alma (seccion unica), hacen que se tenga 05 secciones diferentes. Entoncesse realiza un analisis para determinar las fuerzas y sus propiedades geometricas.Esquema de peso propio de vigas metalicas principalesSECCIONX/L(ki)bfi (cm)tfi (cm)bfs (cm)tfs (cm)Area (cm2)Area netaw (tn/m)I (cm4)yt (cm)yceg10.0055.002.5045.002.00455.63455.630.35838,298.5984.06102.94111.9420.2055.002.5040.002.00445.63-10.00-0.0082,490,553.3581.77105.23114.2330.3055.002.5040.002.00445.630.000.0002,490,553.3581.77105.23114.2340.3555.003.2045.002.50516.6371.000.0563,113,270.1682.96105.24114.2450.5055.003.8045.002.50549.6333.000.0263,409,530.7178.56110.24119.24Para el clculo de momentos y fuerzas cortantes se utiliza el siguiente esquemaPROPIEDADES GEOMETRICAS DE LA VIGA METALICA(1)bfi=55.00cmtfi=2.50cmh=187.00cmhw=182.50cmtw=1.25cmbfs=45.00cmtfs=2.00cmSeccionA'(cm2)y'(cm)A'y'Ay'2Io(cm4)I (cm4)Patin inferior137.501.25171.88214.8471.61286.45Alma228.1393.7521,386.722,005,004.88633,165.692,638,170.57Patin superior90.00186.0016,740.003,113,640.0030.003,113,670.00TOTAL455.6338,298.595,118,859.72633,267.305,752,127.02yt'=(A'y')/A'=84.06cmDel ENE al borde inferioryb'=d-yt'=102.94cmDel ENE al borde superiorI'=Io+(A'y'2)-A'yt2=2,532,642.68cm4St'=I'/yt'=30,128.99cm3Sb'=I'/yb'=24,603.10cm3PROPIEDADES GEOMETRICAS DE LA VIGA METALICA(2)bfi=55.00cmtfi=2.50cmh=187.00cmhw=182.50cmtw=1.25cmbfs=40.00cmtfs=2.00cmCalculo de reaccionesSeccionA'(cm2)y'(cm)A'y'Ay'2Io(cm4)I (cm4)SECCIONES12345Patin inferior137.501.25171.88214.8471.61286.45x/L0.000.200.300.350.50Alma228.1393.7521,386.722,005,004.88633,165.692,638,170.57X (m)0.0010.4015.6018.2026.00Patin superior80.00186.0014,880.002,767,680.0026.672,767,706.67w (tn/m)0.358-0.0080.0000.0560.026TOTAL445.6336,438.594,772,899.72633,263.975,406,163.69a (m)0.0000.00010.40015.60018.200b (m)52.00052.00031.20020.80015.600yt'=(A'y')/A'=81.77cmDel ENE al borde inferiorc (m)0.0000.00010.40015.60018.200yb'=d-yt'=105.23cmDel ENE al borde superiorR1 (tn)9.29930625-0.204100.5796440.202059I'=Io+(A'y'2)-A'yt2=2,426,566.59cm4R2 (tn)9.29930625-0.204100.5796440.202059St'=I'/yt'=29,675.51cm3Sb'=I'/yb'=23,059.65cm3Calculo de Momentos FlectoresSECCIONES12345PROPIEDADES GEOMETRICAS DE LA VIGA METALICA(3)CARGASw10.00077.370101.548110.011120.891w20.000-1.698-2.229-2.415-2.653bfi=55.00cmw30.0000.0000.0000.0000.000tfi=2.50cmh=187.00cmw40.0006.0289.04210.36112.057hw=182.50cmw50.0002.1013.1523.6774.466tw=1.25cmTOTAL (tn.m)0.00083.802111.514121.635134.760bfs=45.00cmtfs=2.00cmCalculo de Fuerza CortanteSeccionA'(cm2)y'(cm)A'y'Ay'2Io(cm4)I (cm4)SECCIONES12345Patin inferior137.501.25171.88214.8471.61286.45CARGASw19.2995.5803.7202.7900.000Alma228.1393.7521,386.722,005,004.88633,165.692,638,170.57w2-0.204-0.204-0.082-0.0610.000Patin superior90.00186.0016,740.003,113,640.0030.003,113,670.00w30.000-0.2040.0000.0000.000TOTAL455.6338,298.595,118,859.72633,267.305,752,127.02w40.5800.0000.5800.4350.000w50.2020.2020.2020.2020.000yt'=(A'y')/A'=84.06cmDel ENE al borde inferiorTOTAL (tn)9.8775.3734.4203.3650.000yb'=d-yt'=102.94cmDel ENE al borde superiorI'=Io+(A'y'2)-A'yt2=2,532,642.68cm4PROPIEDADADES GEOMETRICASSt'=I'/yt'=30,128.99cm3Sb'=I'/yb'=24,603.10cm312345I(cm4)2,532,642.72,426,566.62,532,642.73,045,192.13,260,307.8PROPIEDADES GEOMETRICAS DE LA VIGA METALICA(4)yb84.0681.7781.7782.9678.56yt102.94105.23105.23105.24110.24bfi=55.00cmeg111.94114.23114.23114.24119.24tfi=3.20cmh=188.20cmA (cm2)455.63445.63445.63516.63549.63hw=182.50cmKg72,531,000.772,523,777.673,457,247.286,129,090.897,457,216.1tw=1.25cmKg/Ltc32.3922.3912.4222.8403.214bfs=45.00cmtfs=2.50cmCalculo de factor de distribucion para vigas interioresSeccionA'(cm2)y'(cm)A'y'Ay'2Io(cm4)I (cm4)Patin inferior176.001.60281.60450.56150.19600.75Para momentos flectoresAlma228.1394.4521,546.412,035,058.07633,165.692,668,223.76Patin superior112.50186.9521,031.883,931,909.0358.593,931,967.62TOTAL516.6342,859.885,967,417.66633,374.476,600,792.13Para un carril de diseoyt'=(A'y')/A'=82.96cmDel ENE al borde inferioryb'=d-yt'=105.24cmDel ENE al borde superiorI'=Io+(A'y'2)-A'yt2=3,045,192.07cm4Para dos o ms carriles de diseoSt'=I'/yt'=36,706.75cm3Sb'=I'/yb'=28,935.69cm3Para un caril de diseoPROPIEDADES GEOMETRICAS DE LA VIGA METALICA(5)bfi=55.00cmtfi=3.80cmh=188.80cmPara dos o ms carriles de diseohw=182.50cmtw=1.25cmbfs=45.00cmSECCIONES12345tfs=2.50cm01 via0.2980.2980.2990.3030.306MomentosSeccionA'(cm2)y'(cm)A'y'Ay'2Io(cm4)I (cm4)02 vias0.4220.4220.4220.4280.432MomentosPatin inferior209.001.90397.10754.49251.501,005.9901 via0.5480.5480.5480.5480.548CortantesAlma228.1395.0521,683.282,060,995.88633,165.692,694,161.5702 vias0.5780.5780.5780.5780.578CortantesPatin superior112.50187.5521,099.383,957,187.7858.593,957,246.37TOTAL549.6343,179.766,018,938.15633,475.786,652,413.93Calculo de factor de distribucion para vigas exterioresyt'=(A'y')/A'=78.56cmDel ENE al borde inferiorFcme=Fcm(e)yb'=d-yt'=110.24cmDel ENE al borde superiorI'=Io+(A'y'2)-A'yt2=3,260,307.83cm4Para momento flector (dos o mas carriles de diseo)St'=I'/yt'=41,500.86cm3Sb'=I'/yb'=29,574.64cm3Para fuerza cortante (dos o mas carriles de diseo)SECCIONES12345de0.3750.3750.3750.3750.375em0.9040.9040.9040.9040.904ec0.6990.6990.6990.6990.699Fcm0.3810.3810.3810.3870.3902 o mas carrilesFcc0.4040.4040.4040.4040.4042 o mas carrilesAplicando "regla de momentos"SECCIONES12345V interiores0.3400.3400.3400.3400.340V exteriores0.4210.4210.4210.4210.421Factores de distribucion seleccionadosSECCIONES12345AcccionVIGASFcm0.3400.3400.3400.3400.340MomentosInterioresFcc0.3400.3400.3400.3400.340CortanteFcm0.4210.4210.4210.4210.421MomentosExterioresFcc0.4210.4210.4210.4210.421CortanteVERIFICACION DE PROPIEDADES GEOMETRICAS

MOMENTOSMOMENTOS DE DISEO HL-93FATIGAL (m)Momento debido a camion HL-93Sobre Carga Distribuida (tn.m)Momento de diseo (MLL)Momento de Impacto (MIM)Momento de diseo (HL-93) MLLMomento de Impacto debido a fatiga (MIM)613.1574.27537.87511.08814.3935.040721.0185.81945.01912.93619.1955.880828.9837.60052.40014.78423.7206.720937.0179.61960.01916.63228.0607.5601045.10011.87567.87518.48032.2708.4001153.21814.36975.96920.32836.3879.2401261.36317.10084.30022.17640.43210.0801369.52920.06992.86924.02445.38710.9201477.71023.275101.67525.87250.44011.7601585.90526.719112.62428.34956.98512.6001694.10930.400124.50931.05664.82713.44017102.32334.319136.64233.76772.72114.28018110.54338.475149.01836.47980.65815.12019118.77042.869161.63939.19488.63015.96020127.00147.500174.50141.91096.63316.80021135.23752.369187.60644.628104.66217.64022143.47757.475200.95247.347112.71418.48023151.72062.819214.53950.068120.78619.32024159.96668.400228.36652.789128.87420.16025168.21574.219242.43455.511136.97821.00026176.46680.275256.74158.234145.09521.84027184.71986.569271.28860.957153.22422.98428192.97393.100286.07363.681161.36424.20529201.22999.869301.09866.406169.51325.42730209.487106.875316.36269.131177.67026.65131217.746114.119331.86571.856185.83627.87532226.006121.600347.60674.582194.00829.10133234.267129.319363.58677.308202.18730.32834242.529137.275379.80480.035210.37231.55635250.792145.469396.26182.761218.56232.78436259.056153.900412.95685.488226.75734.01437267.321162.569429.89088.216234.95635.24338275.586171.475447.06190.943243.16036.47439283.852180.619464.47193.671251.36737.70540292.119190.000482.11996.399259.57838.93741300.386199.619500.00599.127267.79240.16942308.653209.475518.128101.855276.00941.40143316.921219.569536.490104.584284.22942.63444325.190229.900555.090107.313292.45243.86845333.459240.469573.928110.041300.67745.10246341.728251.275593.003112.770308.90446.33647349.998262.319612.317115.499317.13347.57048358.268273.600631.868118.228325.36548.80549366.538285.119651.657120.958333.59850.04050374.808296.875671.683123.687341.83351.27551383.079308.869691.948126.416350.07052.51152391.351321.100712.451129.146358.30953.74653399.622333.569733.191131.875366.54854.98254407.894346.275754.169134.605374.79056.21955416.165359.219775.384137.334383.03257.45556424.438372.400796.838140.065391.27658.69157432.710385.819818.529142.794399.52159.92858440.982399.475840.457145.524407.76761.16559449.255413.369862.624148.254416.01562.40260457.528427.500885.028150.984424.26363.63961465.801441.869907.670153.714432.51264.87762474.074456.475930.549156.444440.76266.11463482.347471.319953.666159.175449.01367.35264490.620486.400977.020161.905457.26568.59065498.894501.7191000.613164.635465.51869.82866507.168517.2751024.443167.365473.77171.06667515.441533.0691048.510170.096482.02572.30468523.715549.1001072.815172.826490.28073.54269531.989565.3691097.358175.556498.53674.78070540.264581.8751122.139178.287506.79276.01971548.538598.6191147.157181.018515.04977.25772556.812615.6001172.412183.748523.30678.49673565.087632.8191197.906186.479531.56479.73574573.361650.2751223.636189.209539.82280.97375581.636667.9691249.605191.940548.08182.21276589.910685.9001275.810194.670556.34183.45177598.185704.0691302.254197.401564.60184.69078606.460722.4751328.935200.132572.86185.92979614.735741.1191355.854202.863581.12287.16880623.010760.0001383.010205.593589.38388.407

CORTANTESFUERZAS CORTANTES DE DISEO HL-93FATIGAL (m)Coratnte de diseo (MLL)Cortante de Impacto (MIM)Cortante de diseo por fatiga (MLL)Coratnte de Impacto debido a fatiga (MIM)623.0046.65323.0043.024723.7986.75823.7983.072825.3957.12925.3953.240926.9107.47325.1733.1361028.4317.81825.7963.1581129.7618.10126.3923.1771230.9498.33626.9683.1921332.0278.53527.5283.2051433.0188.70628.0763.2161533.9418.85428.6143.2261634.8078.98429.4203.2751735.6289.09830.5573.3751836.4109.20031.6213.4631937.1599.29032.6223.5422037.8819.37233.5713.6142138.5799.44634.4753.6782239.2579.51435.3393.7372339.9179.57536.1703.7902440.5629.63136.9703.8392541.1939.68337.7453.8842641.8129.73138.4973.9262742.4209.77539.2283.9642843.0199.81639.9404.0002943.6099.85540.6364.0343044.1919.89041.3184.0653144.7669.92441.9864.0943245.3359.95542.6424.1213345.8989.98543.2864.1473446.45610.01243.9214.1713547.01010.03844.5474.1943647.55810.06345.1644.2153748.10310.08645.7734.2353848.64410.10946.3764.2553949.18210.13046.9714.2734049.71610.14947.5614.2904150.24710.16848.1454.3074250.77610.18648.7244.3224351.30210.20449.2984.3374451.82610.22049.8674.3524552.34810.23650.4324.3654652.86710.25150.9934.3784753.38510.26551.5514.3914853.90010.27952.1054.4034954.41510.29252.6554.4145054.92710.30553.2034.4255155.43810.31753.7484.4365255.94710.32954.2904.4465356.45610.34054.8294.4565456.96310.35155.3664.4665557.46810.36155.9014.4755657.97310.37256.4344.4835758.47610.38156.9644.4925858.97910.39157.4934.5005959.48010.40058.0194.5086059.98110.40958.5444.5166160.48110.41759.0684.5236260.98010.42559.5894.5306361.47810.43360.1104.5376461.97510.44160.6284.5446562.47210.44861.1464.5506662.96810.45661.6624.5576763.46310.46362.1774.5636863.95810.46962.6904.5696964.45210.47663.2034.5747064.94510.48363.7144.5807165.43810.48964.2244.5867265.93110.49564.7344.5917366.42310.50165.2424.5967466.91410.50765.7494.6017567.40510.51266.2564.6067667.89610.51866.7614.6117768.38610.52367.2664.6157868.87510.52867.7704.6207969.36510.53368.2744.6248069.85410.53868.7764.628

Mom-SECCALCULO DE MOMENTO MAXIMO ABSOLUTO PARA EL CAMION HL-93UBICACIN DE CAMION DE DISEOLongitudL=52.00mW=0.96tn/m2Distancia entre eje de 145 Kndt=4.30mPeso de eje delanteroP=3.568tnMMA:Momento maximo absoluto debido al camion HL-93Xr=2.845ma=1.455mCALCULO DE MOMENTOS MAXIMOS PARA X VARIABLEx/LX(m)Y1Y2Y3Mmax (tn.m)MMA(tn.m)0.0000.000.0000.0000.0000.0000.0000.0251.300.0001.2681.16022.86235.8580.0502.600.0002.4702.25544.53169.7950.0753.900.0003.6083.28565.009101.8130.1005.200.8104.6804.25096.260134.8000.1256.501.9255.6885.150130.823166.9550.1507.802.9756.6305.985163.235196.9580.1759.103.9607.5086.755193.494224.8080.20010.404.8808.3207.460221.601250.5060.22511.705.7359.0688.100247.556274.0530.25013.006.5259.7508.675271.359295.4460.27514.307.25010.3689.185293.009314.6880.30015.607.91010.9209.630312.508331.7780.32516.908.50511.40810.010329.854346.7150.35018.209.03511.83010.325345.047359.5000.37519.509.50012.18810.575358.089370.1330.40020.809.90012.48010.760368.978378.6130.42522.1010.23512.70810.880377.715384.9420.45023.4010.50512.87010.935384.300389.1180.47524.7010.71012.96810.925388.733391.1420.50026.0010.85013.00010.850391.014391.0140.52527.3010.92512.96810.710391.1420.55028.6010.93512.87010.505389.1180.57529.9010.88012.70810.235384.9420.60031.2010.76012.4809.900378.6130.62532.5010.57512.1889.500370.1330.65033.8010.32511.8309.035359.5000.67535.1010.01011.4088.505346.7150.70036.409.63010.9207.910331.7780.72537.709.18510.3687.250314.6880.75039.008.6759.7506.525295.4460.77540.308.1009.0685.735274.0530.80041.607.4608.3204.880250.5060.82542.906.7557.5083.960224.8080.85044.205.9856.6302.975196.9580.87545.505.1505.6881.925166.9550.90046.804.2504.6800.810134.8000.92548.103.2853.6080.000101.8130.95049.402.2552.4700.00069.7950.97550.701.1601.2680.00035.8581.00052.000.0000.0000.0000.000Momento Maximo Absoluto0.51426.7310.90012.99010.780391.351

Cor-SECCALCULO DE FUERZA CORTANTE PARA EL CAMION HL-93Clculo de fuerza cortante para diferentes secciones debido al camion de diseo HL-93LongitudL=52.0mDistancia entre eje de 145 Kndt=4.3mPeso de eje delanteroP=3.568tnCALCULO DE MOMENTOS MAXIMOS PARA X VARIABLEx/LX(m)Y1Y2Y3Vmax (tn.m)VMA (tn)0.0000.001.0000.9170.83531.29931.2990.0251.300.9500.8690.78929.69029.6900.0502.600.9000.8220.74328.08428.0840.0753.900.8500.7740.69826.48026.4800.1005.200.8000.7260.65324.87924.8790.1256.500.7500.6790.60823.28023.2800.1507.800.7000.6320.56421.68621.6860.1759.100.6500.5850.52020.09520.0950.20010.400.6000.5380.47618.50818.5080.22511.700.5500.4910.43316.92516.9250.25013.000.5000.4450.39015.34815.3480.27514.300.4500.3990.34713.77613.7760.30015.600.4000.3530.30512.20912.2090.32516.900.3500.3070.26410.65010.6500.35018.200.3000.2620.2249.0979.0970.37519.500.2500.2170.1847.5537.5530.40020.800.2000.1720.1456.0186.0180.42522.100.1500.1280.1074.4944.4940.45023.400.1000.0850.0702.9822.9820.47524.700.0500.0420.0341.4831.4830.50026.000.0000.0000.0000.0000.0000.52527.30-0.050-0.041-0.033-1.4650.55028.60-0.100-0.082-0.063-2.9090.57529.90-0.150-0.121-0.092-4.3270.60031.20-0.200-0.159-0.117-5.7160.62532.50-0.250-0.195-0.140-7.0700.65033.80-0.300-0.229-0.158-8.3810.67535.10-0.350-0.261-0.172-9.6380.70036.40-0.400-0.290-0.179-10.8290.72537.70-0.450-0.315-0.179-11.9360.75039.00-0.500-0.335-0.169-12.9320.77540.30-0.550-0.348-0.146-13.7830.80041.60-0.600-0.352-0.104-14.4320.82542.90-0.650-0.343-0.036-14.7930.85044.20-0.700-0.3140.000-14.9800.87545.50-0.750-0.2540.000-14.8280.90046.80-0.800-0.1380.000-13.8630.92548.10-0.8500.0000.000-12.5560.95049.40-0.9000.0000.000-13.2940.97550.70-0.9500.0000.000-14.0331.00052.00-1.0000.0000.000-14.772Fuerza cortante maxima0.0000.001.0000.9170.83531.299

Mom-Fat-SecCLCULO DE MOMENTO MAXIMO ABSOLUTO POR FATIGA PARA EL CAMION HL-93UBICACIN DE CAMION DE DISEOLongitudL=52.0mDistancia entre eje de 145 Kndt=9.0mPeso de eje delanteroP=3.568tnXr=5.448ma=3.552mMMAF: Momento maximo absoluto debido a carga de fatiga.CALCULO DE MOMENTOS MAXIMOS PARA X VARIABLEx/LX(m)Y1Y2Y3Mmax (tn.m)MAMF (tn.m)0.0000.000.0000.0000.0000.0000.0000.0251.300.0001.2681.16022.86234.1220.0502.600.0002.4702.25544.53166.3240.0753.900.0003.6083.28565.00996.6060.1005.200.0004.6804.25084.295127.8570.1256.500.0005.6885.150102.388158.2760.1507.800.0006.6305.985119.290186.5440.1759.100.0827.5086.755136.218212.6590.20010.401.1208.3207.460166.060236.6210.22511.702.0939.0688.100193.751258.4320.25013.003.0009.7508.675219.289278.0900.27514.303.84310.3689.185242.675295.5960.30015.604.62010.9209.630263.909310.9500.32516.905.33311.40810.010282.991324.1510.35018.205.98011.83010.325299.920335.2010.37519.506.56312.18810.575314.698344.0980.40020.807.08012.48010.760327.323350.8430.42522.107.53312.70810.880337.795355.4360.45023.407.92012.87010.935346.116357.8760.47524.708.24312.96810.925352.284358.1640.50026.008.50013.00010.850356.300356.3000.52527.308.69312.96810.710358.1640.55028.608.82012.87010.505357.8760.57529.908.88312.70810.235355.4360.60031.208.88012.4809.900350.8430.62532.508.81312.1889.500344.0980.65033.808.68011.8309.035335.2010.67535.108.48311.4088.505324.1510.70036.408.22010.9207.910310.9500.72537.707.89310.3687.250295.5960.75039.007.5009.7506.525278.0900.77540.307.0439.0685.735258.4320.80041.606.5208.3204.880236.6210.82542.905.9337.5083.960212.6590.85044.205.2806.6302.975186.5440.87545.504.5635.6881.925158.2760.90046.803.7804.6800.810127.8570.92548.102.9333.6080.00096.6060.95049.402.0202.4700.00066.3240.97550.701.0431.2680.00034.1221.00052.000.0000.0000.0000.000Momento Maximo Absoluto0.53427.788.74712.93910.643358.309

Cort-Fat-SecCALCULO DE FUERZA CORTANTE POR FATIGA PARA EL CAMION HL-93UBICACIN DE CAMION DE DISEOLongitudL=52.0mDistancia entre eje de 145 Kndt=9.00mPeso de eje delanteroP=3.568tnVMAF: Momento Maximo Nominal Absoluto debido a carga de fatigaCALCULO DE CORTANTES MAXIMOS PARA X VARIABLEx/LX(m)Y1Y2Y3Vmax (tn.m)VMAF(tn-m)0.0000.001.0000.8270.74429.64229.6420.0251.300.9500.7810.70128.07528.0750.0502.600.9000.7360.65826.51326.5130.0753.900.8500.6910.61524.95624.9560.1005.200.8000.6460.57323.40523.4050.1256.500.7500.6020.53121.86021.8600.1507.800.7000.5570.48920.32120.3210.1759.100.6500.5140.44818.78918.7890.20010.400.6000.4700.40817.26517.2650.22511.700.5500.4270.36815.74915.7490.25013.000.5000.3850.32914.24314.2430.27514.300.4500.3430.29112.74712.7470.30015.600.4000.3010.25411.26211.2620.32516.900.3500.2600.2179.7909.7900.35018.200.3000.2200.1828.3328.3320.37519.500.2500.1810.1486.8906.8900.40020.800.2000.1420.1155.4665.4660.42522.100.1500.1050.0834.0624.0620.45023.400.1000.0690.0532.6802.6800.47524.700.0500.0340.0261.3251.3250.50026.000.0000.0000.0000.0000.0000.52527.30-0.050-0.032-0.023-1.2900.55028.60-0.100-0.062-0.043-2.5400.57529.90-0.150-0.089-0.060-3.7420.60031.20-0.200-0.113-0.072-4.8880.62532.50-0.250-0.135-0.079-5.9650.65033.80-0.300-0.152-0.081-6.9600.67535.10-0.350-0.164-0.075-7.8530.70036.40-0.400-0.169-0.059-8.6190.72537.70-0.450-0.167-0.031-9.2230.75039.00-0.500-0.1540.000-9.6580.77540.30-0.550-0.1270.000-9.9990.80041.60-0.600-0.0810.000-10.0560.82542.90-0.650-0.0070.000-9.7070.85044.20-0.7000.0000.000-10.3400.87545.50-0.7500.0000.000-11.0790.90046.80-0.8000.0000.000-11.8170.92548.10-0.8500.0000.000-12.5560.95049.40-0.9000.0000.000-13.2940.97550.70-0.9500.0000.000-14.0331.00052.00-1.0000.0000.000-14.772Fuerza cortante maxima0.0000.001.0000.8270.74429.642

MBD0005B4AA.unknown

MBD0005B4C4.unknown

MBD000C4AB7.unknown

MBD000E36DB.unknown

MBD0010163D.unknown

MBD00101B27.unknown

MBD0010163C.unknown

MBD000F5ABE.unknown

MBD000C7B76.unknown

MBD000D3B71.unknown

MBD000D494E.unknown

MBD000D3B42.unknown

MBD000D320C.unknown

MBD000C5C63.unknown

MBD000906C3.unknown

MBD000AED91.unknown

MBD000B4E9A.dwg

MBD000C27DB.unknown

MBD000C2BA7.unknown

MBD000C05C1.unknown

MBD000B04CD.unknown

MBD000B366F.unknown

MBD000A34E3.unknown

MBD000A727D.unknown

MBD000ACCD0.unknown

MBD000A7C43.unknown

MBD000A4FC2.unknown

MBD000A66F7.unknown

MBD000A7274.unknown

MBD000A4A29.unknown

MBD00091FF9.unknown

MBD000978C7.unknown

MBD000A2856.unknown

MBD000A2A57.unknown

MBD0009ED3B.unknown

MBD00092CC2.unknown

MBD00093F97.unknown

MBD000910F7.unknown

MBD00091AF9.unknown

MBD00090C7C.unknown

MBD0007CB9B.unknown

MBD00084E51.unknown

MBD0008C0E3.unknown

MBD0008C3A2.unknown

MBD0008F25D.unknown

MBD0008BBE6.unknown

MBD0008BDC3.unknown

MBD00087850.unknown

MBD0008B8D5.unknown

MBD0008516E.unknown

MBD0008371D.unknown

MBD000849E8.unknown

MBD0007E2DC.unknown

MBD0007FAAC.unknown

MBD0005B4C6.unknown

MBD00068C1F.dwg

MBD0006E6E9.dwg

MBD0007BD9A.unknown

MBD0006E6E7.unknown

MBD0005D746.dwg

MBD0005EA46.unknown

MBD0005B4C7.unknown

MBD0005B4C5.unknown

MBD0005B4B2.unknown

MBD0005B4C0.unknown

MBD0005B4C2.unknown

MBD0005B4C3.unknown

MBD0005B4C1.unknown

MBD0005B4BE.unknown

MBD0005B4BF.unknown

MBD0005B4BB.unknown

MBD0005B4AE.unknown

MBD0005B4B0.unknown

MBD0005B4B1.unknown

MBD0005B4AF.unknown

MBD0005B4AC.unknown

MBD0005B4AD.unknown

MBD0005B4AB.unknown

MBD0005B49A.unknown

MBD0005B4A2.unknown

MBD0005B4A6.unknown

MBD0005B4A8.unknown

MBD0005B4A9.unknown

MBD0005B4A7.unknown

MBD0005B4A4.unknown

MBD0005B4A5.unknown

MBD0005B4A3.unknown

MBD0005B49E.unknown

MBD0005B4A0.unknown

MBD0005B4A1.unknown

MBD0005B49F.unknown

MBD0005B49C.unknown

MBD0005B49D.unknown

MBD0005B49B.unknown

MBD00033B07.unknown

MBD0004B79B.unknown

MBD0005B488.unknown

MBD0005B492.unknown

MBD0005B498.unknown

MBD0005B499.unknown

MBD0005B496.unknown

MBD0005B48C.unknown

MBD0005B491.unknown

MBD0005B489.unknown

MBD0005B483.dwg

MBD0005B486.unknown

MBD0005B487.unknown

MBD0005B485.dwg

MBD00051219.unknown

MBD00053256.unknown

MBD0005537A.unknown

MBD000599AF.unknown

MBD00053258.unknown

MBD00052E5D.dwg

MBD00053255.dwg

MBD0004CEBA.unknown

MBD00050FC5.unknown

MBD000412AC.dwg

MBD000461D7.unknown

MBD00047C36.unknown

MBD00049A9D.unknown

MBD00049ED6.unknown

MBD000493D3.unknown

MBD000473CF.unknown

MBD00046829.unknown

MBD0004494F.unknown

MBD00045AFE.unknown

MBD00044482.dwg

MBD00044540.unknown

MBD00043FD7.unknown

MBD00043AFC.unknown

MBD000351E8.unknown

MBD0003B0F8.unknown

MBD0003C0B1.unknown

MBD0003C7E0.unknown

MBD0003BB32.unknown

MBD0003A0C8.unknown

MBD00033F4E.unknown

MBD00034A41.unknown

MBD00034D9C.unknown

MBD00033F4F.unknown

MBD00033F4D.unknown

MBD00026344.unknown

MBD00032E31.unknown

MBD00033B05.unknown

MBD00033B06.unknown

MBD00033B04.dwg

MBD0002ABEB.unknown

MBD0002C6BA.unknown

MBD00032173.unknown

MBD00032B64.unknown

MBD00032D25.unknown

MBD00032987.unknown

MBD0002EDE8.dwg

MBD0002FAE9.unknown

MBD0002CD5B.dwg

MBD0002B2AA.unknown

MBD0002A977.unknown

MBD0002AA1F.unknown

MBD0002870E.dwg

MBD000293F6.unknown

MBD00028FEE.unknown

MBD00027EB7.unknown

MBD000284E8.unknown

MBD00026345.unknown

MBD0001E384.unknown

MBD00026342.dwg

MBD00026343.unknown

MBD0001E385.dwg

MBD0001218E.unknown

MBD0001E382.unknown

MBD0001E383.unknown

MBD00018F7B.unknown

MBD0001AF87.unknown

MBD000094CB.unknown

MBD0001063C.dwg

MBD00011275.unknown

MBD0000A62D.dwg

MBD0000590C.unknown

MBD0000590D.unknown

MBD0000590B.unknown