Calculo de Viga

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Planilha automática para cálculo de viga de seções retangulares

Transcript of Calculo de Viga

VIGA-1VIGA-16,7 M R= 9.06PIOR SITUAO L-2FCK25MPAM+8.2PE DIREITO2.9C3CMM-12.8COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO3.4FTOOLFYD43.48 REAES9.06PMIN0.15F1.4

ARMADURA MINIMAASMIN=PMINBHASMIN=0.00151530ASMIN=0.675CM^2

MINORAO DOS MATERIAISFCD=FCK \FTOTALFCD=2.51.41.786KN/CM^2

TCD=0,85 *FCDTOTALTCD=0.851.791.518KN/CM^2

MOMENTO CARACTERISTICO MINIMOMkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=0.67543.481.425.50.67543.4821.51815MkMIN=521KN*M

MARJORAO DAS CARGAS FTOOLMD=MKFMD+=8201.4MD+=1148KN*CM

MD-=12801.4MD-=1792KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=11481.51815650.25+=0.078

-=17921.415650.25-=0.131

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.08W-=0.15

ARMADURASAS=WBDTCDFYDAS+=0.081525.51.51843.48AS+=1.07CM^2

AS-=0.151525.51.51843.48AS-=2.00CM^2

ESTRIBOSCALCULO DAS ARMADURASASMIN=PWMINBW100ASMIN=0.001515100ASMIN=2.25CM^2

TC=3FCK^(2/3)TC=0.098.55TC=0.77MPA0.077KN/M^2

VDMIN=PMINFYD1.11TCBWDVDMIN=0.00143.481.110.0771525.5VDMIN=44.42KN

VKMIN=VDMINFVKMIN=44.421.4VKMIN=31.73KN

FORA CORTANTE GERADO PELO FTOOLVD=VKFVKA=0knVD=01.40knVKB=12.2knVD=12.21.417.08knVKC-e=-19.5knVD=-19.51.4-27.3knVKC-d=18.5knVD=18.51.425.9knVKD=-10.5knVD=-10.51.4-14.7kn

VD=25.91.4VD=36.26

TWU=0.271FCKFCDTWU=0.2710.11.786TWU=0.43KN/CM^2

TWD=VDBWDTWD=36.261525.5TWD=0.095KN/CM^2

TD=1.11TWDTCTD=1.110.0950.077TD=0.020KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.02043.48ASW=0.68ASW=0.34CM^2/M

VIGA-2VIGA-285.28,35 M R=12.60

PIOR SITUAO L-1FCK25MPAM+56.1PE DIREITO2.9C3CMM-50.3COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO6.94FTOOLFYD43.48 REAES12.60PMIN0.15F1.4

ARMADURA MINIMAASMIN=PMINBHASMIN=0.00151530ASMIN=0.675CM^2

MINORAO DOS MATERIAISFCD=FCK \FTOTALFCD=2.51.41.786KN/CM^2

TCD=0,85 *FCDTOTALTCD=0.851.791.518KN/CM^2

MOMENTO CARACTERISTICO MINIMOMkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=0.67543.481.425.50.67543.4821.51815MkMIN=521KN*M

MARJORAO DAS CARGAS FTOOLMD=MKFMD+=56101.4MD+=7854KN*CM

MD-=50301.4MD-=7042KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=78541.51815650.25+=0.531

-=70421.415650.25-=0.516

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.65W-=0.65

ARMADURASAS=WBDTCDFYDAS+=0.651525.51.51843.48AS+=8.68CM^2

AS-=0.651525.51.51843.48AS-=8.68CM^2

ESTRIBOSCALCULO DAS ARMADURASASMIN=PWMINBW100ASMIN=0.001515100ASMIN=2.25CM^2

TC=3FCK^(2/3)TC=0.098.55TC=0.77MPA0.077KN/M^2

VDMIN=PMINFYD1.11TCBWDVDMIN=0.00143.481.110.0771525.5VDMIN=44.42KN

VKMIN=VDMINFVKMIN=44.421.4VKMIN=31.73KN

FORA CORTANTE GERADO PELO FTOOLVD=VKFVKA=0knVD=01.40knVKB=20knVD=201.428knVKC-e=-24.1knVD=-24.11.4-33.74knVKC-d=-20.6knVD=-20.61.4-28.84knVKD-e=-38.9knVD=-38.91.4-54.46knVKD-d=77.6knVD=77.61.4108.64knVKE-e=55.5knVD=55.51.477.7knVKE-d=-29.7knVD=-29.71.4-41.58knVKF=-50.5knVD=-50.51.4-70.7kn

VD=108.641.4VD=152.10

TWU=0.271FCKFCDTWU=0.2710.11.786TWU=0.43KN/CM^2

TWD=VDBWDTWD=152.101525.5TWD=0.398KN/CM^2

TD=1.11TWDTCTD=1.110.3980.077TD=0.356KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.35643.48ASW=12.28ASW=6.14CM^2/M

VIGA-3VIGA-31,42 M R= 21.00

PIOR SITUAO L-2FCK25MPAM+5.3PE DIREITO2.9C3CMM-0COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO15.34FTOOLFYD43.48 REAES21.00PMIN0.15F1.4

ARMADURA MINIMAASMIN=PMINBHASMIN=0.00151530ASMIN=0.675CM^2

MINORAO DOS MATERIAISFCD=FCK \FTOTALFCD=2.51.41.786KN/CM^2

TCD=0,85 *FCDTOTALTCD=0.851.791.518KN/CM^2

MOMENTO CARACTERISTICO MINIMOMkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=0.67543.481.425.50.67543.4821.51815MkMIN=521KN*M

MARJORAO DAS CARGAS FTOOLMD=MKFMD+=5301.4MD+=742KN*CM

MD-=01.4MD-=0KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=7421.51815650.25+=0.050

-=01.415650.25-=0.000

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.06W-=0

ARMADURASAS=WBDTCDFYDAS+=0.061525.51.51843.48AS+=0.80CM^2

AS-=01525.51.51843.48AS-=0.00CM^2

ESTRIBOSCALCULO DAS ARMADURASASMIN=PWMINBW100ASMIN=0.001515100ASMIN=2.25CM^2

TC=3FCK^(2/3)TC=0.098.55TC=0.77MPA0.077KN/M^2

VDMIN=PMINFYD1.11TCBWDVDMIN=0.00143.481.110.0771525.5VDMIN=44.42KN

VKMIN=VDMINFVKMIN=44.421.4VKMIN=31.73KN

FORA CORTANTE GERADO PELO FTOOLVD=VKFVKA=0knVD=01.40knVKB=14.9knVD=14.91.420.86knVKC-e=-14.9knVD=-14.91.4-20.86kn

VD=20.861.4VD=29.20

TWU=0.271FCKFCDTWU=0.2710.11.786TWU=0.43KN/CM^2

TWD=VDBWDTWD=29.201525.5TWD=0.076KN/CM^2

TD=1.11TWDTCTD=1.110.0760.077TD=-0.001KN/CM^2

ARMADURAASW=100BWTDFYDASW=10015-0.00143.48ASW=-0.02ASW=-0.01CM^2/M

VIGA-4VIGA-439.3

R= 21.099,3 M

PIOR SITUAO L-2FCK25MPAM+21PE DIREITO2.9C3CMM-20.7COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO15.43FTOOLFYD43.48 REAES21.09PMIN0.15F1.4

ARMADURA MINIMAASMIN=PMINBHASMIN=0.00151530ASMIN=0.675CM^2

MINORAO DOS MATERIAISFCD=FCK \FTOTALFCD=2.51.41.786KN/CM^2

TCD=0,85 *FCDTOTALTCD=0.851.791.518KN/CM^2

MOMENTO CARACTERISTICO MINIMOMkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=0.67543.481.425.50.67543.4821.51815MkMIN=521KN*M

MARJORAO DAS CARGAS FTOOLMD=MKFMD+=21001.4MD+=2940KN*CM

MD-=20701.4MD-=2898KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=29401.51815650.25+=0.199

-=28981.415650.25-=0.212

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.23W-=0.25

ARMADURASAS=WBDTCDFYDAS+=0.231525.51.51843.48AS+=3.07CM^2

AS-=0.251525.51.51843.48AS-=3.34CM^2

ESTRIBOSCALCULO DAS ARMADURASASMIN=PWMINBW100ASMIN=0.001515100ASMIN=2.25CM^2

TC=3FCK^(2/3)TC=0.098.55TC=0.77MPA0.077KN/M^2

VDMIN=PMINFYD1.11TCBWDVDMIN=0.00143.481.110.0771525.5VDMIN=44.42KN

VKMIN=VDMINFVKMIN=44.421.4VKMIN=31.73KN

FORA CORTANTE GERADO PELO FTOOLVD=VKFVKA=0knVD=01.40knVKB=1.3knVD=1.31.41.82knVKC-e=-28.6knVD=-28.61.4-40.04knVKC-d=38.3knVD=38.31.453.62knVKD-e=-35.5knVD=-35.51.4-49.7knVKD-d=12.1knVD=12.11.416.94knVKE-e=-20.2knVD=-20.21.4-28.28knVKE-f=41.9knVD=41.91.458.66knVKG=-29.8knVD=-29.81.4-41.72kn

VD=58.661.4VD=82.12

TWU=0.271FCKFCDTWU=0.2710.11.786TWU=0.43KN/CM^2

TWD=VDBWDTWD=82.121525.5TWD=0.215KN/CM^2

TD=1.11TWDTCTD=1.110.2150.077TD=0.153KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.15343.48ASW=5.28ASW=2.64CM^2/M

VIGA-5VIGA-59,85 M R= 13.25

PIOR SITUAO L-2FCK25MPAM+27PE DIREITO2.9C3CMM-31.8COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H50CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D45.5CMREAO7.599FTOOLFYD43.48 REAES13.25PMIN0.15F1.4

ARMADURA MINIMAASMIN=PMINBHASMIN=0.00151550ASMIN=1.125CM^2MINORAO DOS MATERIAISFCD=FCK \FTOTALFCD=2.51.41.786KN/CM^2

TCD=0,85 *FCDTOTALTCD=0.851.791.518KN/CM^2

MOMENTO CARACTERISTICO MINIMOMkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=1.12543.481.445.51.12543.4821.51815MkMIN=1552KN*M

MARJORAO DAS CARGAS FTOOLMD=MKFMD+=27001.4MD+=3780KN*CM

MD-=31801.4MD-=4452KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=37801.518152070.25+=0.080

-=44521.4152070.25-=0.102

ANALISE DE ARMADURA=D`D=4.545.5=0.10

W+=0.08W-=0.11

ARMADURASAS=WBDTCDFYDAS+=0.081545.51.51843.48AS+=1.91CM^2

AS-=0.111545.51.51843.48AS-=2.62CM^2

ESTRIBOSCALCULO DAS ARMADURASASMIN=PWMINBW100ASMIN=0.001515100ASMIN=2.25CM^2

TC=3FCK^(2/3)TC=0.098.55TC=0.77MPA0.077KN/M^2

VDMIN=PMINFYD1.11TCBWDVDMIN=0.00143.481.110.0771545.5VDMIN=79.25KN

VKMIN=VDMINFVKMIN=79.251.4VKMIN=56.61KN

FORA CORTANTE GERADO PELO FTOOLVD=VKFVKA=0knVD=01.40knVKB=26.3knVD=26.31.436.82knVKC-e=-39.5knVD=-39.51.4-55.3knVKC-d=24.8knVD=24.81.434.72knVKD-e=5.6knVD=5.61.47.84knVKD-d=25.4knVD=25.41.435.56knVKE-e=-19.7knVD=-19.71.4-27.58kn

VD=55.31.4VD=77.42

TWU=0.271FCKFCDTWU=0.2710.11.786TWU=0.43KN/CM^2

TWD=VDBWDTWD=77.421545.5TWD=0.113KN/CM^2

TD=1.11TWDTCTD=1.110.1130.077TD=0.041KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.04143.48ASW=1.40ASW=0.70CM^2/M

VIGA-6VIGA-65 M R=13.25PIOR SITUAO L-2FCK25MPAM+41.4PE DIREITO2.9C3CMM-0COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO7.599FTOOLFYD43.48 REAES13.25PMIN0.15F1.4ARMADURA MINIMAASMIN=PMINBHASMIN=0.00151530ASMIN=0.675CM^2MINORAO DOS MATERIAISFCD=FCK \FTOTALFCD=2.51.41.786KN/CM^2

TCD=0,85 *FCDTOTALTCD=0.851.791.518KN/CM^2MOMENTO CARACTERISTICO MINIMOMkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=0.67543.481.425.50.67543.4821.51815MkMIN=521KN*MMARJORAO DAS CARGAS FTOOLMD=MKFMD+=41401.4MD+=5796KN*CMMD-=01.4MD-=0KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=57961.51815650.25+=0.391-=01.415650.25-=0.000ANALISE DE ARMADURA=D`D=4.525.5=0.18W+=0.53W-=0ARMADURASAS=WBDTCDFYDAS+=0.531525.51.51843.48AS+=7.08CM^2AS-=01525.51.51843.48AS-=0.00CM^2ESTRIBOSCALCULO DAS ARMADURASASMIN=PWMINBW100ASMIN=0.001515100ASMIN=2.25CM^2TC=3FCK^(2/3)TC=0.098.55TC=0.77MPA0.077KN/M^2VDMIN=PMINFYD1.11TCBWDVDMIN=0.00143.481.110.0771525.5VDMIN=44.42KN

VKMIN=VDMINFVKMIN=44.421.4VKMIN=31.73KN

FORA CORTANTE GERADO PELO FTOOLVD=VKFVKA=0knVD=01.40knVKB=33.1knVD=33.11.446.34knVKC-e=-33.1knVD=-33.11.4-46.34kn

VD=46.341.4VD=64.88

TWU=0.271FCKFCDTWU=0.2710.11.786TWU=0.43KN/CM^2

TWD=VDBWDTWD=64.881525.5TWD=0.170KN/CM^2

TD=1.11TWDTCTD=1.110.1700.077TD=0.103KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.10343.48ASW=3.55ASW=1.77CM^2/M

VIGA-7VIGA-77,09 M R=16.71PIOR SITUAO L-2FCK25MPAM+14PE DIREITO2.9C3CMM-10COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO18