01 Diseño Flexion y Corte

IZQUIERDADISEO EN FLEXION (SIMPLEMENTE REFORZADA)DATOSVIGA:b =40cmKu(max) =49.5301p max =0.015937500h =60cmKu =29.8696845p =0.023606855d =54cmp min =0.0033333333Mu =34.84tn-m =3484000kg-cmSIMPLEMENTE REFORZADAp min =0.0027602622f'c =210kg/cm2fy =4200kg/cm2 =0.9W=0.17641 =0.85p (cuantia)=0.0088d = (h-a); a =6p*d*b = As =19.01DimetroreaN d fierrosrea Parcialdim.dimetroHALLANDO EL W:3/8"0.7100.951/2"1.2701.27Mu=*f'c*b*d*w(1-0.59*w)5/8"1.9801.59(Mu/*f'c*b*d)=w-0.59w^23/4"2.8501.900.158040658=w-0.59w^27/8"3.8802.221"5.0702.540.59w^2-w+0.1580= 0*1(1/8)"6.4102.86*1(/4)"7.9203.18*1(3/8)"9.5803.49Entonces necesito 19.01 cm2:DimetroreaN d fierrosrea Parcialdim.dimetro1"5.07420.2820.280.95As total=20.284 1"

CENTRALDISEO EN FLEXION (SIMPLEMENTE REFORZADA)DATOSVIGA:b =40cmKu(max) =49.5301p max =0.015937500h =60cmKu =40.30555556p =0.007966949d =54cmp min =0.0033333333Mu =31.824tn-m =3182400kg-cmSIMPLEMENTE REFORZADAp min =0.0027602622f'c =210kg/cm2fy =4200kg/cm2 =0.9W=0.15931 =0.85p (cuantia)=0.0080d = (h-a); a =6p*d*b = As =17.28DimetroreaN d fierrosrea Parcialdim.dimetroHALLANDO EL W:3/8"0.7100.951/2"1.2701.27Mu=*f'c*b*d*d*w(1-0.59*w)5/8"1.9801.59(Mu/*f'c*b*d*d)=w-0.59w^23/4"2.8501.900.144359527=w-0.59w^27/8"3.8802.221"5.0702.540.59w^2-w+0.1444= 0*1(1/8)"6.4102.86*1(/4)"7.9203.18*1(3/8)"9.5803.49Entonces necesito 17.28 cm2:DimetroreaN d fierrosrea Parcialdim.dimetro1"5.07210.1410.140.953/4"2.8538.558.551.90As total=18.692 1"

3 3/4"

DERECHADISEO EN FLEXION (SIMPLEMENTE REFORZADA)DATOSVIGA:b =40cmKu(max) =49.5301p max =0.015937500h =60cmKu =41.16941015p =0.012835398d =54cmp min =0.0033333333Mu =48.02tn-m =4802000kg-cmSIMPLEMENTE REFORZADAp min =0.0027602622f'c =210kg/cm2fy =4200kg/cm2 =0.9W=0.25671 =0.85p (cuantia)=0.0128d = (h-a); a =6p*d*b = As =27.65DimetroreaN d fierrosrea Parcialdim.dimetroHALLANDO EL W:3/8"0.7100.951/2"1.2701.27Mu=*f'c*b*d*w(1-0.59*w)5/8"1.9801.59(Mu/*f'c*b*d)=w-0.59w^23/4"2.8501.900.217827566=w-0.59w^27/8"3.8802.221"5.0702.540.59w^2-w+0.2178= 0*1(1/8)"6.4102.86*1(/4)"7.9203.18*1(3/8)"9.5803.49Entonces necesito 27.65 cm2:DimetroreaN d fierrosrea Parcialdim.dimetro1"5.07630.4230.422.543/4"2.85000.001.90As total=30.426 1"

IZQ - DERDISEO POR CORTEDATOSfy=4200Kg/cm2Distancia=0.74mVu1=31.5044Ton=31504.4Kgf'c=210Kg/cm2b=40cmd=54cmVc=16589.73KgSegn Norma el Diametro Minimo del Estribo es 3/8":Vu>VcNECESITO ESTRIBOSAv=1.42cmVs=20474.27Kgs=15.73cm 15cmSi,20474.2765732.88Si cumple Entonces,smax =27cm 60cmSi,20474.2734431.51No cumpleEntonces la Distribucion de Estrivos es :[email protected] + [email protected]=4200Kg/cm2Distancia=1.39mVu1=26.1977Ton=26197.7Kgf'c=210Kg/cm2b=40cmd=54cmVc=16589.73KgSegn Norma el Diametro Minimo del Estribo es 3/8":Vu>VcNECESITO ESTRIBOSAv=1.42cmVs=14231.10Kgs=22.63cm 22.5cmSi,14231.1065732.88Si cumple Entonces,smax =27cm 60cmSi,14231.1034431.51No cumpleEntonces la Distribucion de Estrivos es :[email protected] + [email protected] + 3 @0.225DATOSfy=4200Kg/cm2Distancia=2.065mVu1=12.4055Ton=12405.5Kgf'c=210Kg/cm2b=40cmd=54cmVc=16589.73KgVuVcNECESITO ESTRIBOSAv=1.42cmVs=10400.04Kgs=30.97cm 30cmSi,10400.0465732.88Si cumple Entonces,smax =27cm 60cmSi,10400.0434431.51No cumpleEntonces la Distribucion de Estrivos es :[email protected] + [email protected] + [email protected] resto @0.25

MBD0002F041.unknown

MBD0004282A.unknown

MBD0004282C.unknown

MBD0004282D.unknown

MBD0004282B.unknown

MBD0002F043.unknown

MBD00042829.unknown

MBD0002F042.unknown

MBD000215D7.unknown

MBD0002F03D.unknown

MBD0002F03F.unknown

MBD0002F040.unknown

MBD0002F03E.unknown

MBD0002F03B.unknown

MBD0002F03C.unknown

MBD0002F03A.unknown

MBD000215D3.unknown

MBD000215D5.unknown

MBD000215D6.unknown

MBD000215D4.unknown

MBD0001532D.unknown

MBD0001532E.unknown

MBD0001532B.unknown

MBD0001532C.unknown

MBD0001532A.unknown

01 Diseño Flexion y Corte

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