ACEROfy:4600 kg/cmesh0.0086115538p:4E:2000000 kg/cmesu0.0716517486o:0.0023fsu7552 kg/cmMODELO MANDER Y DODD-RESTREPO:TRACCIONCOMPRESIONfsfsc00000.0001200-0.00009999-200.0400020.0002400-0.00019996-400.1600160.0003600-0.00029991-600.3600540.0004800-0.0003998401-800.6401280.00051000-0.0004997501-1001.000250.00061200-0.0005996402-1201.4404320.00071400-0.0006995103-1401.9606860.00081600-0.0007993605-1602.5610240.00091800-0.0008991907-1803.2414580.0012000-0.000999001-2004.0020.00153000-0.0014977534-3009.006750.0024000-0.001996008-4016.0160.00234600-0.0022947221-4621.1843340.0034600-0.0029910269-4627.64140.0044600-0.0039840637-4636.87360.0054600-0.0049751244-4646.1150.0064600-0.0059642147-4655.36560.0074600-0.0069513406-4664.62540.0084600-0.0079365079-4673.89440.00864600-0.0085380281-4679.56742571070.0094672.0967098341-0.0089197225-4756.57289044460.014851.626385271-0.0099009901-4949.1440756150.026221.7441596327-0.0196078431-6473.10262368190.036989.657374698-0.0291262136-7415.32750881710.047364.6650824414-0.0384615385-7965.62175316860.057511.2021961384-0.0476190476-8281.10042124260.067548.8394903655-0.0566037736-8481.87605137470.077552.2836009999-0.0654205607-8646.60949478480.0727552.2849924379-0.0668610383-8673.3270715297MODELO PARK-PAULAY:TRACCIONr:0.0630401948efsm:149.9978472524000.00012000.00024000.00036000.00048000.000510000.000612000.000714000.000816000.000918000.00120000.001530000.00240000.002346000.00346000.00446000.00546000.00646000.00746000.00846000.008611553846000.0094656.99935021930.014795.55422338860.025697.95672323860.036059.02413256290.046129.67743704610.056026.51481194120.065811.08451457180.075518.94362784470.0725464.9659541109MODELO AHMAD Y SHAH:TRACCIONA:1.735efsB:3.62000.00012000.00024000.00036000.00048000.000510000.000612000.000714000.000816000.000918000.00120000.001530000.00240000.002346000.00346000.00446000.00546000.00646000.00746000.00846000.008611553846000.0094731.32370342950.015081.7858548060.029129.73521596720.0312753.90139295670.0415017.09011744950.0516151.5744200530.0616622.12249944040.0716750.2865925670.07216752.2849924379

CONCRETOf'c:500 kg/cm50u:0.0028181097b":20pl:2.00%o:0.00250h:0.0138346979sh:10ps:1.30%0.2 f'c:100 kg/cm
Jose Huertas: La curva de abajo no debe pasar este valorZ (conf.):34.1231533725ps:1.30%Z (inconf):611.165

MODELO PARK-PAULAY:efc (inconf.)fc (conf.)0.00000.000.000.000148.7548.750.000295.0095.000.0003138.75138.750.0004180.00180.000.0005218.75218.750.0006255.00255.000.0007288.75288.750.0008320.00320.000.0009348.75348.750.0010375.00375.000.0011398.75398.750.0012420.00420.000.0013438.75438.750.0014455.00455.000.0015468.75468.750.0016480.00480.000.0017488.75488.750.0018495.00495.000.0019498.75498.750.0020500.00500.000.0025347.21491.470.0030194.42482.940.0031163.86481.230.0032133.30479.530.0033102.74477.820.0034476.110.0035474.410.0040465.880.0050448.820.0100363.510.0200192.890.0250107.580.0251100.000.0451100.00MODELO MANDER:co:0.002f't:23.56 kg/cmEc:357021.75 kg/cmf'cc:647.01 kg/cm64.7007190084t:0.000066f'cc=f'c:500 kg/cmcc (conf):0.0049401438cc (inconf):0.002Esec:130969.30 kg/cmEsec (inconf):250000.00 kg/cmcu:0.013302442r (inconf):3.3359738648r (conf):1.5793757482fc (inconf.)efc (conf.)00.0000035.70147627240.000135.572426151871.39024977750.000270.6344312247107.02477536960.0003104.9364788902142.52446429030.0004138.3036338192177.76455999740.0005170.6055798776212.57347229480.0006201.7453782461246.73262571350.0007231.6529952805279.979198320.0008260.2807606511312.01214609440.0009287.5998071309342.50174546860.0010313.5971034851371.10257486960.0011338.2729006804397.46943243050.0012361.6384999544421.27521503680.0013383.7142913624442.22935406980.0014404.5280302401460.09511825350.0015424.1133279221474.70404258640.0016442.5083372507485.9659700170.0017459.7546154043493.87368111380.0018475.8961476085498.50175269310.0019490.9785159925000.0020505.0481984923494.51345638150.0022530.3364862316479.63598174760.0024552.1309572755457.90666509410.0026570.7879724487431.77062544320.0028586.6431199312403.31605207190.0030600.0072086074331.55302944220.0035624.3190064693268.29866453850.0040638.496688306217.01110894910.0045645.3569916004176.74046939980.0050646.9800510349120.89828728520.0060640.175962990586.29829832670.0070625.899732367363.96746163130.0080608.268599210748.93730484430.0090589.4534240638.43406955270.0100570.593546891830.85314055010.0110552.274161074125.22822651210.0120534.779034002420.95477811440.0130518.226837502319.8653462290.0133513.412319749

M-CDIAGRAMA MOMENTO CURVATURA (COLUMNA CIRCULAR)Acero de Refuerzo:

DATOS DE ENTRADA:As:353.43 cmBarraDiametroPesoAreaPerimetroD:1.50 mAg:1.77 mAs:32 x1 1/2"=364.80 cmnum.plg.cm.kg/mcmcm.f'c:500 kg/cmEc:335410 kg/cmpl:2.06%33/8"0.980.5590.712.99fy:4600 kg/cmEs:2000000 kg/cmps:1.30%41/2"1.270.9931.273.9955/8"1.591.5521.984.9963/4"1.912.2352.855.980.1883572.93kg3465.96KN77/8"2.223.0423.886.980.32650718.80kg10397.87KN81"2.543.9735.077.980.65301437.60kg20795.74KN91 1/8"2.865.0286.418.98101 1/4"3.186.2077.929.97111 3/8"3.497.5119.5810.9700121 1/2"3.818.93811.411.975.01E-041.32E+031.00E-032.65E+031.50E-033.96E+032.00E-035.28E+03461.8110236222.50E-036.58E+034.616.61902513753.00E-037.39E+0321.26654064273.51E-037.86E+034.01E-038.19E+034.51E-038.44E+035.01E-038.62E+037.33E-039.09E+039.64E-039.29E+031.20E-029.51E+031.43E-029.70E+031.66E-029.86E+031.89E-021.00E+042.12E-021.01E+042.36E-021.03E+042.59E-021.05E+042.82E-021.07E+043.05E-021.08E+043.28E-021.10E+043.51E-021.12E+043.75E-021.13E+043.98E-021.14E+044.21E-021.16E+044.44E-021.17E+044.67E-021.18E+044.91E-021.19E+045.14E-021.20E+04

1.43E-1302.62E-1201.65E-1105.37E-0424756.03E-0442415.63E-0450441.07E-0339291.21E-0362161.13E-0380221.61E-035.34E+031.81E-0378891.69E-0399772.15E-036.75E+032.41E-0394612.25E-031.16E+042.68E-038.13E+033.01E-031.10E+042.81E-031.30E+043.22E-038.97E+033.62E-031.19E+043.38E-031.42E+043.76E-039.48E+034.22E-031.24E+043.94E-031.51E+044.29E-039.83E+034.82E-031.27E+044.50E-031.55E+044.83E-031.01E+045.43E-031.30E+045.07E-031.58E+045.37E-031.03E+046.03E-031.31E+045.63E-031.59E+047.36E-031.06E+047.56E-031.33E+046.76E-031.60E+049.36E-031.08E+049.08E-031.33E+047.89E-031.60E+041.14E-021.09E+041.06E-021.32E+049.02E-031.59E+041.34E-021.10E+041.21E-021.32E+041.02E-021.58E+041.54E-021.11E+041.37E-021.32E+041.13E-021.57E+041.74E-021.11E+041.52E-021.32E+041.24E-021.56E+041.94E-021.12E+041.67E-021.33E+041.35E-021.56E+042.14E-021.14E+041.82E-021.33E+041.47E-021.56E+042.34E-021.15E+041.98E-021.34E+041.58E-021.57E+042.53E-021.17E+042.13E-021.35E+041.69E-021.57E+042.73E-021.18E+042.28E-021.36E+041.81E-021.57E+042.93E-021.19E+042.44E-021.37E+041.92E-021.58E+043.13E-021.21E+042.59E-021.38E+042.03E-021.58E+043.33E-021.22E+042.74E-021.39E+042.15E-021.58E+042.26E-021.58E+042.37E-021.59E+04