dmf momennto4

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.50 .00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 0.00 20000.00 0000.00 60000.00 80000.00 100000.00 120000.00 0.00 10270.06 21141.23 32613.51 44686.90 57361.41 63924.08 70637.03 84513.76 98991.60 114070.56 Mx DISTANCIA MOMENTOS

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grafica de DMF, concreto armado

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Grfico1

Grfico 2

MomentoEJEMPLO_CLASEDATOSDATOSh100cmd94cmAs colocado61"b40cm flexion0.9w=2404.45Kg/mfy=4200kg/cm2P=19939Kgf'c=210kg/cm2DIAGRAMA DE MOMENTOSx-xMx0.000.000.000.50-0.5010270.061.00-1.0021141.231.50-1.5032613.512.00-2.0044686.902.50-2.5057361.412.75-2.7563924.083.00-3.0070637.033.50-3.5084513.764.00-4.0098991.604.50-4.50114070.56

MOMENTOS RESISTENTESPara Asx-xMrECUACIONES A=1202.233.9-3.998317.80B=1993961"30.62.91-2.9183377.35C=-83377.35calculo del valor de a1.64-1.6451761.43a=18.00000X1=-20.0449350804Mn=109242.00X2=3.459853253Mr=98317.80DISTANCIAS1"25.5ECUACIONES A=1202.23calculo del valor de aX10.99B=19939a=15.00X22.26C=-51761.43Mn=92641.50Mr=83377.35X1=-18.8670824748X2=2.282000647331"15.3calculo del valor de aa=9.00ECUACIONES A=1202.23Mn=57512.70B=19939Mr=51761.43C=-98317.80X1=-20.5622638651X2=3.9771820376

Hoja2Resumen

Estadsticas de la regresinCoeficiente de correlacin mltiple0.9990543592Coeficiente de determinacin R^20.9981096126R^2 ajustado0.9856096126Error tpico0.0004129791Observaciones81ANLISIS DE VARIANZAGrados de libertadSuma de cuadradosPromedio de los cuadradosFValor crtico de FRegresin10.00720399590.007203995942239.36808191740Residuos800.00001364410.0000001706Total810.00721764

CoeficientesError tpicoEstadstico tProbabilidadInferior 95%Superior 95%Inferior 95.0%Superior 95.0%Intercepcin0ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/A00.00030855960.0000015013205.522183916800.00030557180.00031154730.00030557180.0003115473Anlisis de los residuales

ObservacinPronstico 0Residuos10.0002327465-0.000032746520.0004643513-0.000064351330.0006948762-0.000094876240.0009242902-0.000124290250.0011525934-0.000152593460.0013798167-0.000179816770.0016059292-0.000205929280.0018309617-0.000230961790.0020548525-0.0002548525100.0022776634-0.0002776634110.0024993943-0.0002993943120.0027199835-0.0003199835130.0029394928-0.0003394928140.0031578913-0.0003578913150.0033752098-0.0003752098160.0035914175-0.0003914175170.0038065144-0.0004065144180.0040205313-0.0004205313190.0042334374-0.0004334374200.0044452327-0.0004452327210.0046559172-0.0004559172220.0048655217-0.0004655217230.0050740154-0.0004740154240.0052814292-0.0004814292250.0054877012-0.0004877012260.0056929242-0.0004929242270.0058970055-0.0004970055280.0061000069-0.0005000069290.0063018974-0.0005018974300.0065026771-0.0005026771310.0067023769-0.0005023769320.0069009658-0.0005009658330.0070984439-0.0004984439340.0072948421-0.0004948421350.0074900986-0.0004900986360.007684306-0.000484306370.0078773717-0.0004773717380.0080693575-0.0004693575390.0082602325-0.0004602325400.0084500275-0.0004500275410.0086387116-0.0004387116420.008826285-0.000426285430.0090127476-0.0004127476440.0091981302-0.0003981302450.0093824019-0.0003824019460.0095655938-0.0003655938470.0097476439-0.0003476439480.0099286141-0.0003286141490.0101085043-0.0003085043500.0102872529-0.0002872529510.0104649215-0.0002649215520.0106415102-0.0002415102530.0108169571-0.0002169571540.0109913241-0.0001913241550.0111645804-0.0001645804560.0113367566-0.0001367566570.011507822-0.000107822580.0116777766-0.0000777766590.0118466513-0.0000466513600.0120143843-0.0000143843610.01218106820.0000189318620.01234661040.0000533896630.01251107260.0000889274640.01267442410.0001255759650.01283666470.0001633353660.01299782540.0002021746670.01315787520.0002421248680.01331684510.0002831549690.01347467330.0003253267700.01363142160.0003685784710.01378708990.0004129101720.01394161660.0004583834730.01409506320.0005049368740.01424739910.0005526009750.0143986550.000601345760.01454880010.0006511999770.01469783440.0007021656780.01484578870.0007542113790.01499263220.0008073678800.01513836490.0008616351810.01528298670.0009170133

acero negativofc=2103210EJEMPLO_CLASE6 mm0.28kurokuro0.000000014690238831212942000.0000004343359321491807400.000269469674696109000000-0.000012803482031971120000ERROR:#N/A8 mm0.5006.65950.00183/8"0.710.75430.000212 mm1.131.50490.00041/2"1.292.2520.00065/8"1.992.99550.00083/4"2.853.73540.0011"5.074.47180.00121 3/8"10.065.20460.00145.93390.00166.65950.00187.38160.0028.10020.00228.81510.0024DATOS9.52650.0026peralte65cm10.23430.0028base30cm10.93860.003longitud6.8m11.63930.0032Carga Ultimacu=8215Kg/m12.33640.0034Momento Izq.wu=-31655.13Kg/m13.030.0036Reaccion y IzqFy=27931Kg13.720.003814.40640.004V=27931-8215xXmax=3.40m15.08920.0042M=-31655.13+27931x-4107.5x^2Mmax=-15827.5715.76850.004416.44420.0046DIAGRAMA DE MOMENTOS17.11640.0048xMx17.78490.0050.0031655.1318.450.00520.3422633.4219.11140.00540.6814561.3619.76930.00561.027438.9520.42360.00581.361266.2021.07430.0061.70-3956.8921.72150.00622.04-8230.3422.36510.00642.38-11554.1323.00510.00662.72-13928.2623.64160.00683.06-15352.7424.27440.0073.40-15827.5724.90380.00723.74-15352.7425.52950.00744.08-13928.2626.15170.00764.42-11554.1326.77030.00784.76-8230.3427.38540.0085.10-3956.9027.99690.00825.441266.2028.60480.00845.787438.9529.20910.00866.1214561.3629.80990.00886.4622633.4230.40710.0096.8031655.1331.00080.0092ACERO NEGATIVOIzquierdaDerecha31.59080.0094CUANTIAancho columna=0032.17730.0096Maxima=0.0159406.832.76030.0098Minima=0.00240Momento a la cara=31655.1331655.1333.33960.01778733.91540.0102TABLAbarrasdiametrocm2barrasdiametrocm2As colocadoElegir
IDX: Nota:combinacion escogida=134.48770.01041 CAPAKu=30.3123Cuantia=0.0090As=15.8722.8525.0715.84NO DUCTIL35.05630.01062 CAPASKu=33.6470Cuantia=0.0101As=16.9862.8502.8517.1DUCTIL135.62140.010836.18290.01136.74090.011237.29530.011437.84610.0116DATOS38.39340.0118 flexion0.938.9370.012fy=4200kg/cm239.47720.0122f'c=210kg/cm240.01370.012440.54670.012641.07610.0128CORTE DE ACERO NEGATIVO41.60190.01342.12420.0132CORTE 1-17Acero colocado total42.64290.0134barrasdiametrocm2As restante17.1cm243.15810.0136Comprobacion0
IDX: Nota:Voy a cortar # aceros de017.1.43.66960.0138calculo del valor de a44.17760.014d=56# capas=2
IDX: Nota:Del acero restante44.68210.0142a=13.4145.18290.0144c=15.7845.68020.0146 .Mn=31862.7346.17390.0148 abc46.66410.015
IDX: Nota:Del lado Izquierdo
IDX: Nota:Del lado derecho-4107.527931207.6047.15070.015247.63370.015448.11320.0156CORTE 2-2748.58910.0158barrasdiametrocm2As restante49.06140.0162
IDX: Nota:# de barras a cortar5.711.449.53010.0162calculo del valor de ad=59capa1a=8.94c=10.52 .Mn=23497.81x1=0.31x2=6.49abccorte=0.90
IDX: Nota:Del lado Izquierdo0.90
IDX: Nota:Del lado derecho-4107.527931-8157.32

CORTE 3-37barrasdiametrocm2As colocado4
IDX: Nota:# barras a cortar11.45.7calculo del valor de ad=59capa1a=4.47c=5.26 .Mn=12230.52x1=0.79x2=6.01abccorte=1.38
IDX: Nota:Del lado Izquierdo1.38
IDX: Nota:Del lado derecho-4107.527931-19424.61

ACERO POSITIVO31.59080.0094CUANTIA32.17730.0096Maxima=0.0159432.76030.0098Minima=0.00240Momento maximo=15827.57corregidoooooooooo33.33960.01668733.91540.0102TABLAbarrasdiametrocm2barrasdiametrocm2As colocadoElegir
IDX: Nota:combinacion escogida=134.48770.01041 CAPAKu=15.1562Cuantia=0.0042As=7.4721.99203.98NO DUCTIL135.05630.01062 CAPASKu=16.8235Cuantia=0.0047As=8.3461.990011.94DUCTIL35.62140.010836.18290.01136.74090.011237.29530.011437.84610.0116DATOS38.39340.0118 flexion0.938.9370.012fy=4200kg/cm239.47720.0122f'c=210kg/cm240.01370.012440.54670.012641.07610.0128CORTE DE ACERO NEGATIVO41.60190.01342.12420.0132CORTE 1-17Acero colocado total42.64290.0134barrasdiametrocm2As restante3.98cm243.15810.0136Comprobacion0
IDX: Nota:Voy a cortar # aceros de03.98.43.66960.0138calculo del valor de a44.17760.014d=ERROR:#VALUE!# capas=2
IDX: Nota:Del acero restante44.68210.0142a=ERROR:#VALUE!45.18290.0144c=ERROR:#VALUE!45.68020.0146 .Mn=ERROR:#VALUE!46.17390.0148 abc46.66410.015
IDX: Nota:Del lado Izquierdo
IDX: Nota:Del lado derecho0diametroERROR:#VALUE!47.15070.015247.63370.015448.11320.0156CORTE 2-2748.58910.0158barrasdiametrocm2As restante49.06140.0162
IDX: Nota:# de barras a cortar03.9849.53010.0162calculo del valor de ad=ERROR:#VALUE!capa1a=ERROR:#VALUE!c=ERROR:#VALUE! .Mn=ERROR:#VALUE!x1=ERROR:#VALUE!x2=ERROR:#VALUE!abccorte=ERROR:#VALUE!
IDX: Nota:Del lado IzquierdoERROR:#VALUE!
IDX: Nota:Del lado derecho0diametroERROR:#VALUE!

CORTE 3-37barrasdiametrocm2As colocado4
IDX: Nota:# barras a cortar03.98calculo del valor de ad=ERROR:#VALUE!capa1a=ERROR:#VALUE!c=ERROR:#VALUE! .Mn=ERROR:#VALUE!x1=ERROR:#VALUE!x2=ERROR:#VALUE!abccorte=ERROR:#VALUE!
IDX: Nota:Del lado IzquierdoERROR:#VALUE!
IDX: Nota:Del lado derecho0diametroERROR:#VALUE!

Hoja3123xy3210140103ERROR:#N/AERROR:#N/A270103ERROR:#N/AERROR:#N/A3120103ERROR:#N/AERROR:#N/A4190103ERROR:#N/AERROR:#N/A5280103ERROR:#N/AERROR:#N/A