grafica de 6000f'c=200x=0.000074168fy6000f*c=160f''c=136Pmin=0.001649916Pmax=0.0090666667PMR/bd20.001649928.58528074f'y = 60000.001724088.955977150.001798259.325363070.001872429.693438510.0019465910.060203450.0020207510.425657910.0020949210.789801880.0021690911.152635350.0022432611.514158340.0023174211.874370840.0023915912.233272850.0024657612.590864370.0025399312.947145400.0026140913.302115940.0026882613.655776000.0027624314.008125560.0028366014.359164630.0029107614.708893220.0029849315.057311310.0030591015.404418920.0031332715.750216030.0032074316.094702660.0032816016.437878800.0033557716.779744450.0034299417.120299610.0035041017.459544280.0035782717.797478460.0036524418.134102150.0037266118.469415350.0038007718.803418060.0038749419.136110290.0039491119.467492020.0040232819.797563270.0040974420.126324020.0041716120.453774290.0042457820.779914060.0043199521.104743350.0043941121.428262150.0044682821.750470460.0045424522.071368280.0046166222.390955610.0046907822.709232450.0047649523.026198800.0048391223.341854660.0049132923.656200040.0049874523.969234920.0050616224.280959320.0051357924.591373220.0052099624.900476640.0052841225.208269560.0053582925.514752000.0054324625.819923950.0055066326.123785410.0055807926.426336380.0056549626.727576860.0057291327.027506850.0058033027.326126350.0058774627.623435360.0059516327.919433880.0060258028.214121920.0060999728.507499460.0061741328.799566520.0062483029.090323080.0063224729.379769160.0063966429.667904750.0064708029.954729840.0065449730.240244450.0066191430.524448570.0066933130.807342200.0067674731.088925340.0068416431.369197990.0069158131.648160150.0069899831.925811830.0070641432.202153010.0071383132.477183700.0072124832.750903910.0072866533.023313620.0073608133.294412850.0074349833.564201590.0075091533.832679830.0075833234.099847590.0076574834.365704860.0077316534.630251640.0078058234.893487930.0078799935.155413730.0079541535.416029040.0080283235.675333870.0081024935.933328200.0081766636.190012040.0082508236.445385400.0083249936.699448260.0083991636.952200640.0084733337.203642520.0085474937.453773920.0086216637.702594830.0086958337.950105250.0087700038.196305180.0088441638.441194620.0089183338.684773570.0089925038.927042030.0090666739.16800000

grafica de 6000

MR/bd2

grafica de 5200

f'y = 6000Cuanta de acero de tension, p=AS/bdMR/bd2, en kg/cm2MOMENTOS RESISTENTES DE SECCIONES RECTANGULARES

grafica de 4200f'c=200x=0.000093050fy5200f*c=160f''c=136Pmin=0.001903749Pmax=0.0112087912PMR/bd20.001903758.58528074f'y = 52000.001996808.988283570.002089859.389737060.002182909.789641210.0022759510.187996020.0023690010.584801490.0024620510.980057610.0025551011.373764400.0026481511.765921850.0027412012.156529950.0028342512.545588710.0029273012.933098140.0030203513.319058220.0031134013.703468960.0032064514.086330360.0032995114.467642420.0033925614.847405140.0034856115.225618510.0035786615.602282550.0036717115.977397250.0037647616.350962600.0038578116.722978620.0039508617.093445290.0040439117.462362620.0041369617.829730610.0042300118.195549260.0043230618.559818570.0044161118.922538540.0045091619.283709170.0046022119.643330460.0046952620.001402400.0047883120.357925010.0048813620.712898270.0049744121.066322190.0050674621.418196780.0051605121.768522020.0052535622.117297920.0053466122.464524480.0054396722.810201700.0055327223.154329580.0056257723.496908110.0057188223.837937310.0058118724.177417170.0059049224.515347680.0059979724.851728850.0060910225.186560690.0061840725.519843180.0062771225.851576330.0063701726.181760140.0064632226.510394610.0065562726.837479740.0066493227.163015520.0067423727.487001970.0068354227.809439080.0069284728.130326840.0070215228.449665270.0071145728.767454350.0072076229.083694090.0073006729.398384490.0073937229.711525550.0074867730.023117270.0075798230.333159650.0076728830.641652690.0077659330.948596390.0078589831.253990740.0079520331.557835760.0080450831.860131430.0081381332.160877760.0082311832.460074760.0083242332.757722410.0084172833.053820720.0085103333.348369690.0086033833.641369320.0086964333.932819610.0087894834.222720550.0088825334.511072160.0089755834.797874430.0090686335.083127350.0091616835.366830930.0092547335.648985180.0093477835.929590080.0094408336.208645640.0095338836.486151860.0096269336.762108740.0097199837.036516280.0098130337.309374470.0099060937.580683330.0099991437.850442850.0100921938.118653020.0101852438.385313860.0102782938.650425350.0103713438.913987500.0104643939.176000310.0105574439.436463780.0106504939.695377910.0107435439.952742700.0108365940.208558150.0109296440.462824260.0110226940.715541020.0111157440.966708450.0112087941.21632653

grafica de 4200

MR/bd2

grafica de 3000

f'y = 5200Cuanta de acero de tension, p=AS/bdMR/bd2, en kg/cm2MOMENTOS RESISTENTES DE SECCIONES RECTANGULARES

DATOS PARA GRAFICA DE 4200f'c=200x=0.000128811fy4200f*c=160f''c=136Pmin=0.002357023Pmax=0.0152380952PMR/bd20.002357028.58528074f'y = 42000.002485839.035774860.002614649.484332080.002743459.930952410.0028722710.375635840.0030010810.818382380.0031298911.259192020.0032587011.698064760.0033875112.135000610.0035163212.569999560.0036451313.003061620.0037739413.434186780.0039027513.863375050.0040315614.290626420.0041603714.715940890.0042891815.139318470.0044179915.560759160.0045468015.980262940.0046756216.397829840.0048044316.813459830.0049332417.227152930.0050620517.638909140.0051908618.048728450.0053196718.456610860.0054484818.862556380.0055772919.266565000.0057061019.668636730.0058349120.068771560.0059637220.466969490.0060925320.863230530.0062213421.257554670.0063501621.649941920.0064789722.040392270.0066077822.428905730.0067365922.815482290.0068654023.200121950.0069942123.582824720.0071230223.963590590.0072518324.342419570.0073806424.719311650.0075094525.094266840.0076382625.467285130.0077670725.838366520.0078958826.207511020.0080246926.574718630.0081535126.939989330.0082823227.303323140.0084111327.664720060.0085399428.024180080.0086687528.381703210.0087975628.737289430.0089263729.090938770.0090551829.442651200.0091839929.792426750.0093128030.140265390.0094416130.486167140.0095704230.830132000.0096992331.172159950.0098280431.512251020.0099568631.850405190.0100856732.186622460.0102144832.520902830.0103432932.853246310.0104721033.183652900.0106009133.512122590.0107297233.838655380.0108585334.163251280.0109873434.485910280.0111161534.806632380.0112449635.125417590.0113737735.442265910.0115025835.757177330.0116313936.070151850.0117602136.381189480.0118890236.690290210.0120178336.997454040.0121466437.302680980.0122754537.605971030.0124042637.907324170.0125330738.206740430.0126618838.504219780.0127906938.799762250.0129195039.093367810.0130483139.385036480.0131771239.674768260.0133059339.962563130.0134347540.248421120.0135635640.532342200.0136923740.814326390.0138211841.094373690.0139499941.372484090.0140788041.648657590.0142076141.922894200.0143364242.195193920.0144652342.465556730.0145940442.733982650.0147228543.000471680.0148516643.265023810.0149804743.527639040.0151092843.788317380.0152381044.04705882

DATOS PARA GRAFICA DE 4200

MR/bd2

f'y = 4200Cuanta de acero de tension, p=AS/bdMR/bd2, en kg/cm2MOMENTOS RESISTENTES DE SECCIONES RECTANGULARES

f'c=200x=0.000208779fy3000f*c=160f''c=136Pmin=0.003299832Pmax=0.0241777778PMR/bd20.003299838.58528074f'y =30000.003508619.106654950.003717399.625433060.0039261710.141615070.0041349510.655200980.0043437311.166190790.0045525111.674584500.0047612912.180382100.0049700712.683583600.0051788513.184189010.0053876313.682198310.0055964114.177611500.0058051914.670428600.0060139615.160649600.0062227415.648274490.0064315216.133303290.0066403016.615735980.0068490817.095572570.0070578617.572813060.0072666418.047457450.0074754218.519505730.0076842018.988957920.0078929819.455814000.0081017619.920073980.0083105420.381737860.0085193220.840805640.0087281021.297277320.0089368821.751152890.0091456622.202432370.0093544422.651115740.0095632223.097203010.0097719923.540694190.0099807723.981589250.0101895524.419888220.0103983324.855591090.0106071125.288697850.0108158925.719208520.0110246726.147123080.0112334526.572441540.0114422326.995163900.0116510127.415290150.0118597927.832820310.0120685728.247754370.0122773528.660092320.0124861329.069834170.0126949129.476979920.0129036929.881529570.0131124730.283483120.0133212530.682840560.0135300331.079601910.0137388031.473767150.0139475831.865336290.0141563632.254309340.0143651432.640686270.0145739233.024467110.0147827033.405651850.0149914833.784240480.0152002634.160233020.0154090434.533629450.0156178234.904429780.0158266035.272634010.0160353835.638242140.0162441636.001254160.0164529436.361670090.0166617236.719489910.0168705037.074713630.0170792837.427341250.0172880637.777372770.0174968438.124808190.0177056138.469647500.0179143938.811890720.0181231739.151537830.0183319539.488588850.0185407339.823043760.0187495140.154902560.0189582940.484165270.0191670740.810831880.0193758541.134902380.0195846341.456376790.0197934141.775255090.0200021942.091537290.0202109742.405223390.0204197542.716313390.0206285343.024807280.0208373143.330705080.0210460943.634006770.0212548743.934712360.0214636444.232821850.0216724244.528335240.0218812044.821252530.0220899845.111573720.0222987645.399298800.0225075445.684427780.0227163245.966960670.0229251046.246897450.0231338846.524238130.0233426646.798982700.0235514447.071131180.0237602247.340683550.0239690047.607639830.0241777847.87200000

MR/bd2

f'y =3000Cuanta de acero de tension, p=AS/bdMR/bd2, en kg/cm2MOMENTOS RESISTENTES DE SECCIONES RECTANGULARES

f'c=200fy4200f*c=160f''c=136Pmin=0.002357023Pmax=0.0152380952x=0.000128811PMR/bd2PMR/bd2PMR/bd2PMR/bd20.002357028.585280740.0057061019.668636730.0090551829.442651200.0124042637.907324170.002485839.035774860.0058349120.068771560.0091839929.792426750.0125330738.206740430.002614649.484332080.0059637220.466969490.0093128030.140265390.0126618838.504219780.002743459.930952410.0060925320.863230530.0094416130.486167140.0127906938.799762250.0028722710.375635840.0062213421.257554670.0095704230.830132000.0129195039.093367810.0030010810.818382380.0063501621.649941920.0096992331.172159950.0130483139.385036480.0031298911.259192020.0064789722.040392270.0098280431.512251020.0131771239.674768260.0032587011.698064760.0066077822.428905730.0099568631.850405190.0133059339.962563130.0033875112.135000610.0067365922.815482290.0100856732.186622460.0134347540.248421120.0035163212.569999560.0068654023.200121950.0102144832.520902830.0135635640.532342200.0036451313.003061620.0069942123.582824720.0103432932.853246310.0136923740.814326390.0037739413.434186780.0071230223.963590590.0104721033.183652900.0138211841.094373690.0039027513.863375050.0072518324.342419570.0106009133.512122590.0139499941.372484090.0040315614.290626420.0073806424.719311650.0107297233.838655380.0140788041.648657590.0041603714.715940890.0075094525.094266840.0108585334.163251280.0142076141.922894200.0042891815.139318470.0076382625.467285130.0109873434.485910280.0143364242.195193920.0044179915.560759160.0077670725.838366520.0111161534.806632380.0144652342.465556730.0045468015.980262940.0078958826.207511020.0112449635.125417590.0145940442.733982650.0046756216.397829840.0080246926.574718630.0113737735.442265910.0147228543.000471680.0048044316.813459830.0081535126.939989330.0115025835.757177330.0148516643.265023810.0049332417.227152930.0082823227.303323140.0116313936.070151850.0149804743.527639040.0050620517.638909140.0084111327.664720060.0117602136.381189480.0151092843.788317380.0051908618.048728450.0085399428.024180080.0118890236.690290210.0152381044.047058820.0053196718.456610860.0086687528.381703210.0120178336.997454040.0054484818.862556380.0087975628.737289430.0121466437.302680980.0055772919.266565000.0089263729.090938770.0122754537.60597103MARISOL CONDE SANTIAGODISEO DE LEMENETOS DE CONCRETO REFORZADO