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
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