Viga Rectangular (2)
23
Condiciones 0.85 21 15.48 4#7 420 0.4 r [m] 0.06 h [m] 0.45 d [m] 0.39 Φ 0.9 0.0030 0.0021 0.0050 Resultados 22.94 14.63 19.50 12.43 33.15 21.13 407.25 290.99 264.71 261.89 Asde la viga[cm^2] Barras N0. β1 f´c [Mpa] fy [Mpa] bw[m] euc ey ey máx Cbal[cm] Cmáx [cm] abal [cm] amáx [cm] Asbal [cm^2] Asmáx [cm^2] Mnbal [KN.m] Mnmáx [KN.m] Mubal [KN.m] Mumáx [KN.m]
-
Upload
mauricio-andres-arias -
Category
Documents
-
view
214 -
download
0
description
CURVA VERTICAL
Transcript of Viga Rectangular (2)
Anlisis Simp ReforzFalla por TraccinFalla BalanceadaCondicionesAsde la viga[cm^2]Barras N0.a [cm]Mn resist [KN.m]Mu resist [KN.m]Mu resist < Mu mxMu mx < Mu resist < Mu bal10.85fc [Mpa]2115.484#79.11223.96201.56SINOfy [Mpa]4200.000.000.00SINObw[m]0.4r [m]0.06h [m]0.45d [m]0.390.9euc0.0030ey0.0021ey mx0.0050
ResultadosCbal[cm]22.94Cmx [cm]14.63abal [cm]19.50amx [cm]12.43Asbal [cm^2]33.15Asmx [cm^2]21.13Mnbal [KN.m]407.25Mnmx [KN.m]290.99Mubal [KN.m]264.71Mumx [KN.m]261.89
Anlisis 1Dob TraccinCondicionesFalla por TraccinFalla BalanceadaFalla por Compresin10.85Astensin[cm^2]Barras N0.As'compresin[cm^2]Barras N0.AsAs < As mxAs mx < As < As balAs > As balfc [Mpa]21fy [Mpa]42030.606#87.742#722.86SINONObw[m]0.4r [m]0.06h [m]0.5d [m]0.44HIPTESIS DE FALLA HFCT0.9euc0.0030< 0,003a6069.00c [m]0.16382189a [m]0.13924861Mn resist [KN.m]Mu resist [KN.m]ey0.00210.005b-4729.56c [cm]16.38218926a [cm]13.92486087ey mx0.0050< 0,0021No Fluyec611.930.002965870.00187962478.807430.926Cumple ?Cumple ?ResultadosE[Kpa]r' [m]SISICbal[cm]25.882000000000.06Cmx [cm]16.50abal [cm]22.00amx [cm]14.03Asbal [cm^2]37.40Asmx [cm^2]23.84Mnbal [KN.m]518.36HIPTESIS DE FALLA HFCTMnmx [KN.m]370.39Mubal [KN.m]336.94< 0,003ac [m]0.15820069a [m]0.13447059Mn resist [KN.m]Mu resist [KN.m]Mumx [KN.m]333.350.005bc [cm]15.82006920a [cm]13.447058820,0021-0,005Fluyec0.002806970.00174239481.03432.93Cumple ?Cumple ?E[Kpa]r' [m]SINO2000000000.06
Anlisis 2Dob BalanCondicionesFalla por TraccinFalla BalanceadaFalla por Compresin10.85As1tensin[cm^2]Barras N0.As2tensin[cm^2]Barras N0.As'compresin[cm^2]Barras N0.Astottensin[cm^2]AsAs < As mxAs mx < As < As balAs > As balfc [Mpa]21fy [Mpa]42025.505#825.505#88.523#651.0042.48NOSISIbw[m]0.4r [m]0.06h [m]0.5d [m]0.44HIPTESIS DE FALLA BALANCEADA0.9euc0.00300.003a6069.00c [m]0.28635862a [m]0.24340482Mn resist [KN.m]Mu resist [KN.m]ey0.00210,0021-0,005b-1630.80c [cm]28.63586174a [cm]24.34048248ey mx0.00500,0021-0,005Fluyec-30.670.001609600.00237142434.79264.85< 0,0021No FluyeCumple ?Cumple ?ResultadosNONOCbal[cm]25.88E[Kpa]r' [m]r2[m]Cmx [cm]16.502000000000.060.050.0010857859abal [cm]22.00Cumple ?amx [cm]14.03NOAsbal [cm^2]37.400.61Asmx [cm^2]23.84Mnbal [KN.m]518.36Mnmx [KN.m]370.39HIPTESIS DE FALLA BALANCEADAMubal [KN.m]336.94Mumx [KN.m]333.350.003ac [m]0.29397924a [m]0.24988235Mn resist [KN.m]Mu resist [KN.m]0,0021-0,005bc [cm]29.39792388a [cm]24.988235290,0021-0,005Fulyec0.001490110.00238771398.31238.660,0021-0,005FluyeCumple ?Cumple ?NOSIE[Kpa]r' [m]r2[m]2000000000.060.050.0009798729Cumple ?NO0.60HIPTESIS DE FALLA BALANCEADA
0.003a6069.00c [m]0.25340328a [m]0.21539279Mn resist [KN.m]Mu resist [KN.m]0,0021-0,005b816.84c [cm]25.34032848a [cm]21.53927920< 0,0021No Fluyec-596.700.002209090.00228967625.82412.470,0021-0,005FluyeCumple ?Cumple ?SISIE[Kpa]r' [m]r2[m]2000000000.060.050.0016171461Cumple ?SI0.66
Anlisis 2Dob CompCondicionesFalla por TraccinFalla BalanceadaFalla por Compresin10.85As1tensin[cm^2]Barras N0.As2tensin[cm^2]Barras N0.As'compresin[cm^2]Barras N0.Astottensin[cm^2]AsAs < As mxAs mx < As < As balAs > As balfc [Mpa]21fy [Mpa]42025.505#825.505#88.523#651.0042.48NOSISIbw[m]0.4r [m]0.06h [m]0.5d [m]0.44HIPTESIS DE FALLA COMPRESIN0.9euc0.00300.003a6069.00c [m]0.28635862a [m]0.24340482Mn resist [KN.m]Mu resist [KN.m]ey0.0021< 0,0021b-1630.80c [cm]28.63586174a [cm]24.34048248ey mx0.00500,0021-0,005Fluyec-30.670.001609600.00237142434.79264.85< 0,0021No FluyeCumple ?Cumple ?ResultadosNONOCbal[cm]25.88E[Kpa]r' [m]r2[m]Cmx [cm]16.502000000000.060.050.0010857859abal [cm]22.00Cumple ?amx [cm]14.03NOAsbal [cm^2]37.400.61Asmx [cm^2]23.84Mnbal [KN.m]518.36Mnmx [KN.m]370.39HIPTESIS DE FALLA COMPRSINMubal [KN.m]336.94Mumx [KN.m]333.350.003ac [m]0.29397924a [m]0.24988235Mn resist [KN.m]Mu resist [KN.m]< 0,0021bc [cm]29.39792388a [cm]24.988235290,0021-0,005Fulyec0.001490110.00238771398.31238.660,0021-0,005FluyeCumple ?Cumple ?NOSIE[Kpa]r' [m]r2[m]2000000000.060.050.0009798729Cumple ?NO0.60HIPTESIS DE FALLA COMPRESIN
0.003a6069.00c [m]0.25340328a [m]0.21539279Mn resist [KN.m]Mu resist [KN.m]< 0,0021b816.84c [cm]25.34032848a [cm]21.53927920< 0,0021No Fluyec-596.700.002209090.00228967625.82412.470,0021-0,005FluyeCumple ?Cumple ?SISIE[Kpa]r' [m]r2[m]2000000000.060.050.0016171461Cumple ?SI0.66
