diagrama de interaccion

Download Diagrama de Interaccion

Post on 21-Dec-2015

3 views

Category:

Documents

1 download

Embed Size (px)

DESCRIPTION

Tareaa

TRANSCRIPT

Datos (2)Datos fy=4200kg/cm2L=Longitud de Vigafc=250kg/cm2h=Altura de Vigaf*c=200kg/cm2b=Base de Vigafc=170kg/cm2r=Recubrimiento1=0.85d=Peralte EfectivoE=2100000M=MomentoEs=0.002V=Fuerza CortanteAs=rea de Acero

Dimensionesh=80cmAcero en Direccion x4AsT=20.27cm2b=40cmAcero en Direccion y4As1=20.27cm2r=5cmAs2=10.13cm280 cmd=75cmNo de Varillas12As3=10.134149582cm2k=23.3333333333cmVarilla No.8m=10cmArea de Varilla No. 85.0740 cm

As=60.80cm2

Compresin Simple

Tipo ColumnaR
Joab Giovanni Vargas Rueda: Joab: Seleccionar letra C si es circular y letra R si es rectangular o cuadrada.

CCircular no
Joab Giovanni Vargas Rueda: Joab: Responder a la pregunta de si el refuerzo es helicoidal.RRectangularfc=250kg/cm2fy=4200kg/cm2As=60.80cm2b40cmh80cmr=5cmAe=0cm2f*c=200kg/cm2fc=170kg/cm25cmAg=3200.00cm2Ac=0.00cm2p0.0190Elegir Tipo 2Po=639.5044555721Ton1Concreto simple2Concreto con refuerzo longitudinal y recubrimiento3Concreto simple con refuerzo helicoidal sin recubrimiento4Concreto con refuerzo longitudinal y helicoidal con recubrimiento

Falla Balanceadac=45cma=38.25cmEy=0.002cmfy=4200kg/cm2T=85126.86kg75Ec=0.003cmCc=260100.00kg20.88Es1=0.00267cmfs1=4200kg/cm2F1=85126.86kg50.003Es2=0.00111cmfs2=2333.3333333333kg/cm2F2=23646.35kg28.33Es3=cmfs3=0kg/cm2F3=0.00kg51.6745FuerzaBrazoMomento kgToncmmkg-cmT-m0T=85126.8685.13352979439.9770932929.7975Cc=260100.00260.1020.885429587.554.30F1=85126.8685.13352979439.9770932929.7930F2=23646.3523.6511.6666666667275874.0719530822.76F3=00.0000.001500000.000.002283746.35283.7511664341.5116.6

Hoja2#3Si24no35465861071181291011

Hoja354080375423.33333333337.5551528.33333333332551.666666666735754555657585951051151253553528.33333333333551.66666666673575353535353535353535

Hoja4

DatosDatos fy=4200kg/cm2L=Longitud de Vigafc=250kg/cm2h=Altura de Vigaf*c=200kg/cm2b=Base de Vigafc=170kg/cm2r=Recubrimiento1=0.85d=Peralte EfectivoE=2100000M=MomentoEs=0.002V=Fuerza CortanteAs=rea de Acero

Dimensiones

h=80cmAcero en Direccion x4AsT=20.27cm2b=40cmAcero en Direccion y4As1=20.27cm2r=5cmAs2=10.13d=75cmNo de Varillas12As3=10.13cm2k=23.3333333333cmVarilla No.8m=10cmArea de Varilla No. 85.07sep=23.33cmAs=60.80cm2Compresin Simple

Tipo ColumnaR
Joab Giovanni Vargas Rueda: Joab: Seleccionar letra C si es circular y letra R si es rectangular o cuadrada.

CCircular no
Joab Giovanni Vargas Rueda: Joab: Responder a la pregunta de si el refuerzo es helicoidal.RRectangularfc=250kg/cm2fy=4200kg/cm280 cmAs=60.80cm2b40cmh80cm40 cmr=5cmAe=0cm2f*c=200kg/cm2Tension Purafc=170kg/cm25cm-204.30tAg=3200.00cm2Ac=0.00cm2p0.0190Elegir Tipo 2Po=639.5044555721Ton1Concreto simple2Concreto con refuerzo longitudinal y recubrimiento3Concreto simple con refuerzo helicoidal sin recubrimiento4Concreto con refuerzo longitudinal y helicoidal con recubrimiento

Falla Balanceadac=45cma=38.25cmEc=0.003AsYEsfsFzMCc19.125----26010020.8755429587.5T20.27750.0024200-85126.8564883796352979439.97709329h=80F120.2750.00267420085126.8564883796352979439.97709329r=5F210.1328.330.001112333.333333333323646.349024549911.6666666667275874.071953082x=70F310.13414958251.66666666670.00044933.3333333333-9458.5396098211.6666666667110349.628781233700000011000000cMP00000010.5176.27-34.0500010.5176.27-34.05Suma274287.8094147311774691.15492091588.811.26P=219.43t2093.6637.15Mr=105.97t-m2597.2074.7430101.00107.51c=10.51cma=8.9335cmEc=0.00335103.84147.2540105.40184.9645105.97219.43AsYEfsFzM5098.82268.66Cc4.46675--60747.835.533252158566.764355592.66313.13T20.27750.01844200-85126.8564883796352979439.977093290639.504F120.2750.001573302.854424357866943.2415676934352343013.45486927F210.1328.330.005094200-42563.428244189811.6666666667496573.329515548F310.13414958251.66666666670.011754200-42563.428244189811.6666666667496573.329515548000000000000000kg000000-42562.67140906588474166.85534365P-34.05M76.27c=10.51cma=8.9335cmEc=0.003

AsYEfsFzMCc4.46675--60747.835.533252158566.76435T20.27750.01844200-85126.8564883796352979439.97709329F120.2750.001573302.854424357866943.2415676934352343013.45486927F210.1328.330.005094200-42563.428244189811.6666666667496573.329515548F310.13414958251.66666666670.011754200-42563.428244189811.6666666667496573.329515548000000000000000000000-42562.67140906588474166.85534365P-34.05M76.27

c=15cma=12.75cmEc=0.003AsYEfsFzMCc6.375--8670033.6252915287.5T20.27750.01204200-85126.8564883796352979439.97709329F120.2750.00200420085126.8564883796352979439.97709329F210.1328.330.002674200-42563.428244189811.6666666667496573.329515548F310.13414958251.66666666670.007334200-42563.428244189811.6666666667496573.3295155480000000000000000000001573.14351162049867314.11321767P1.26M88.81

c=20cma=17cmEc=0.003AsYEfsFzMCc8.5--11560031.53641400T20.27750.00834200-85126.8564883796352979439.97709329F120.2750.00225420085126.8564883796352979439.97709329F210.1328.330.001252625-26602.142652618611.6666666667310358.330947217F310.13414958251.66666666670.004754200-42563.428244189811.6666666667496573.32951554800000000000000000000046434.429103191610407211.6146493P37.15M93.66

c=25cma=21.25cmEc=0.003AsYEfsFzMCc10.625--14450029.3754244687.5T20.27750.00604200-85126.8564883796352979439.97709329F120.2750.00240420085126.8564883796352979439.97709329F210.1328.330.00040840-8512.68564883811.666666666799314.6659031095F310.13414958251.66666666670.003204200-42563.428244189811.6666666667496573.32951554800000000000000000000093423.886106972310799455.4496052P74.74M97.20

c=30cma=25.5cmEc=0.003AsYEfsFzMCc12.75--17340027.254725150T20.27750.00454200-85126.8564883796352979439.97709329F120.2750.00250420085126.8564883796352979439.97709329F210.1328.330.000173503546.952353682511.666666666741381.1107929623F310.13414958251.66666666670.002174200-42563.428244189811.6666666667496573.329515548000000000000000000000134383.52410949311221984.3944951P107.51M101.00

c=35cma=29.75cmEc=0.003AsYEfsFzMCc14.875--20230025.1255082787.5T20.27750.00344200-85126.8564883796352979439.97709329F120.2750.00257420085126.8564883796352979439.97709329F210.1328.330.00057120012160.979498339911.6666666667141878.094147299F310.13414958251.66666666670.001433000-30402.448745849911.6666666667354695.235368248000000000000000000000184058.5307524911538240.7837021P147.25M103.84

c=40cma=34cmEc=0.003AsYEfsFzMCc17--231200235317600T20.27750.00264200-85126.8564883796352979439.97709329F120.2750.00263420085126.8564883796352979439.97709329F210.1328.330.000881837.518621.49985683311.6666666667217250.831663052F310.13414958251.66666666670.000881837.5-18621.49985683311.6666666667217250.83166305200000000000000000000023120011710981.6175127P184.96M105.40

c=45cma=38.25cmEc=0.003AsYEfsFzMCc19.125--26010020.8755429587.5T20.27750.00204200-85126.8564883796352979439.97709329F120.2750.00267420085126.8564883796352979439.97709329F210.1328.330.001112333.333333333323646.349024549911.6666666667275874.071953082F310.13414958251.66666666670.00044933.3333333333-9458.5396098211.6666666667110349.628781233000000000000000000000274287.8094147311774691.1549209P219.43M105.97

c=50cma=42.5cmEc=0.003AsYEfsFzMCc21.25--28900018.755418750T20.27750.00153150-63845.1423662847352234579.98281997F120.2750.00270420085126.8564883796352979439.97709329F210.1328.330.00130273027666.228358723411.6666666667322772.664185106F310.13414958251.66666666670.00010210-2128.171412209511.666666666724828.6664757773000000000000000000000335819.77106860910980371.2905741P268.66M98.82

c=55cma=46.75cmEc=0.003AsYEfsFzMCc23.375--31790016.6255285087.5T20.27750.00112290.9090909091-46432.8308118434351625149.07841452F120.2750.00273420085126.8564883796352979439.97709329F210.1328.330.001453054.545454545430955.22054122911.6666666667361144.239647671F310.13414958251.66666666670.00018381.81818181823869.402567653611.666666666745143.0299559589000000000000000000000391418.64878541910295963.8251114P313.13M92.66

Hoja1c10.51P-34.05M76.27cMP10-204.30210.5176.27-34.0531588.811.2642093.6637.1552597.2074.74630101.00107.51735103.84147.25840105.40184.96945105.97219.43105098.82268.66115592.66313.13120.00639.50

Diagrama de Interaccion Datos fy=4200kg/cm2L=Longitud de Vigafc=250kg/cm2h=Altura de Vigaf*c=200kg/cm2b=Base de Vigafc=170kg/cm2r=Recubrimiento1=0.85d=Peralte EfectivoE=2100000M=MomentoEs=0.002V=Fuerza CortanteAs=rea de Acero

Dimensiones

h=80cmAcero en Direccin x4b=40cmAcero en Direccin y4r=5cmd=75cmNo de Varillas12k=23.33cmVarilla No.8m=10cmArea de Varilla No. 85.07

sep=23.33cmAs=60.80cm2

Compresin Simple

Tipo ColumnaR
Joab Giovanni Vargas Rueda: Joab: Seleccionar letra C si es circular y letra R si es rectangular o cuadrada.

CCircular no
Joab Giovanni Vargas Rueda: Joab: Responder a la pregunta de si el refuerzo es helicoidal.RRectangularfc=250kg/cm2fy=4200kg/cm280 cmAs=60.80cm2b40cmh80cm40 cmr=5cmAe=0cm2f*c=200kg/cm2fc=170kg/cm25cm1Concreto simpleAg=3200.00cm22Concreto con refuerzo longitudinal y recubrimientoAc=0.00cm23Concreto simple con refuerzo helicoidal sin recubrimientop0.01904Concreto con refuerzo longitudinal y helicoidal con recubrimientoElegir Tipo 2Po=639.5044555721TonFalla Balanceada cMPc=45cmcmt-mtP=219.43t---0-204.30M=105.97t-m10.5176.27-34.0515.0088.811.26Flexin Pura20.0093.6637.1525.0097.2074.74c=10.51cm30.00101.00107.51P=-34.05t35.00103.84147.25M=76.27t-m40.00105.40184.9645.00105.97219.43Tensin Pura50.0098.82268.6655.0092.66313.13P=-204.30t---0639.50M=0t-m

&"-,Negrita Cursiva"&K09-048Tarea 5&"-,Negrita Cursiva"&K09-048Estructuras de ConcretoJoab Giovanni Vargas Rueda&"-,Negrita Cursiva"&K09-048Diagrama de Interaccin de Columna