Calculo de Viga

of 73 /73
VIGA-1 6,7 M R= 9.06 FCK 25 MPA M+ 8.2 C 3 CM M- 12.8 B 15 CM ψ3 0.09 H 30 CM 0.1 D` 4.5 CM D 25.5 CM FYD 43.48 0.15 1.4 ARMADURA MINIMA ASMIN = B H ASMIN = 0.0015 15 30 ASMIN = 0.675 CM^2 MINORAÇÃO DOS MATERIAIS FCD = FCK \ TOTAL FCD = 2.5 1.4 1.786 KN/CM^2 TCD = 0,85 * FCD TOTAL TCD = 0.85 1.79 1.518 KN/CM^2 MOMENTO CARACTERISTICO MIN MkMIN = ASMIN FYD D ASMIN MkMIN = 0.675 43.48 1.4 25.5 0.675 MkMIN = 521 KN*M MARJORAÇÃO DAS CARGAS FTOOL MD = MK MD+ = 820 1.4 MD+ = 1148 KN*CM MD- = 1280 1.4 MD- = 1792 KN*CM MOMENTO REDUZIDO µ = MD TCD B D^2 µ+ = 1148 1.518 15 650.25 µ+ = 0.078 PWMIN PMIN ᵧF PMIN ᵞF ᵧF ᵧF

Embed Size (px)

description

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 ESPECIFCO18.00D`4.5CMPESO ALVE.7.83KN/M^2D25.5CMREAO8.88FTOOLFYD43.48 REAES16.71PMIN0.15F1.4

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+=14001.4MD+=1960KN*CM

MD-=10001.4MD-=1400KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=19601.51815650.25+=0.132

-=14001.415650.25-=0.103

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.15W-=0.13

ARMADURASAS=WBDTCDFYDAS+=0.151525.51.51843.48AS+=2.00CM^2

AS-=0.131525.51.51843.48AS-=1.74CM^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=10.8knVD=10.81.415.12knVKC-e=-24.1knVD=-24.11.4-33.74knVKC-d=28.3knVD=28.31.439.62knVKD-e=-27.7knVD=-27.71.4-38.78knVKD-d=21.6knVD=21.61.430.24knVKE-e=-6knVD=-61.4-8.4kn

VD=39.621.4VD=55.47

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

TWD=VDBWDTWD=55.471525.5TWD=0.145KN/CM^2

TD=1.11TWDTCTD=1.110.1450.077TD=0.076KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.07643.48ASW=2.61ASW=1.30CM^2/M

VIGA-9VIGA-914,64 M R= 22.36

PIOR SITUAO L-2FCK25MPAM+32.6PE DIREITO2.9C3CMM-51.5COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO16.7FTOOLFYD43.48 REAES22.36PMIN0.15F1.4

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+=32601.4MD+=4564KN*CM

MD-=51501.4MD-=7210KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=45641.51815650.25+=0.308

-=72101.415650.25-=0.528

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.4W-=0.68

ARMADURASAS=WBDTCDFYDAS+=0.41525.51.51843.48AS+=5.34CM^2

AS-=0.681525.51.51843.48AS-=9.08CM^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=38.2knVD=38.21.453.48knVKC-e=-61.3knVD=-61.31.4-85.82knVKC-d=57.5knVD=57.51.480.5knVKD=-50.9knVD=-50.91.4-71.26knVKD=46.4knVD=46.41.464.96knVKD=-35.9knVD=-35.91.4-50.26knVKD=28.4knVD=28.41.439.76knVKD=-8.9knVD=-8.91.4-12.46kn

VD=-85.821.4VD=120.15

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

TWD=VDBWDTWD=120.151525.5TWD=0.314KN/CM^2

TD=1.11TWDTCTD=1.110.3140.077TD=0.263KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.26343.48ASW=9.08ASW=4.54CM^2/M

VIGA-8VIGA-8

9,3 M R= 13.18

PIOR SITUAO L-2FCK25MPAM+21.5PE DIREITO2.9C3CMM-24.7COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO7.52FTOOLFYD43.48 REAES13.18PMIN0.15F1.4

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+=21501.4MD+=3010KN*CM

MD-=24701.4MD-=3458KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=30101.51815650.25+=0.203

-=34581.415650.25-=0.253

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.25W-=0.31

ARMADURASAS=WBDTCDFYDAS+=0.251525.51.51843.48AS+=3.34CM^2

AS-=0.311525.51.51843.48AS-=4.14CM^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=23.8knVD=23.81.433.32knVKC-e=-34.9knVD=-34.91.4-48.86knVKC-d=26.7knVD=26.71.437.38knVKD-e=-10.9knVD=-10.91.4-15.26knVKD-d=11.5knVD=11.52.427.6knVKE=-14.8knVD=-14.83.4-50.32kn

VD=-50.321.4VD=70.45

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

TWD=VDBWDTWD=70.451525.5TWD=0.184KN/CM^2

TD=1.11TWDTCTD=1.110.1840.077TD=0.119KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.11943.48ASW=4.11ASW=2.05CM^2/M

VIGA-10VIGA-10

8,54 M R= 17.40

PIOR SITUAO L-2FCK25MPAM+20.2PE DIREITO2.9C3CMM-20.7COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO11.74FTOOLFYD43.48 REAES17.40PMIN0.15F1.4

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+=20201.4MD+=2828KN*CM

MD-=20701.4MD-=2898KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=28281.51815650.25+=0.191

-=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=20.7knVD=20.71.428.98knVKC-e=-27.3kn20.7=-27.31.4-38.22knVKC-d=12.6knVD=12.61.417.64knVKD-e=-23.8knVD=-23.81.4-33.32knVKD-d=37.7knVD=37.71.452.78knVKE=-26.5knVD=-26.51.4-37.1kn

VD=52.781.4VD=73.89

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

TWD=VDBWDTWD=73.891525.5TWD=0.193KN/CM^2

TD=1.11TWDTCTD=1.110.1930.077TD=0.129KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.12943.48ASW=4.45ASW=2.23CM^2/M

VIGA-11VIGA 11

4,45 M R= 11.12

PIOR SITUAO L-2FCK25MPAM+15.5PE DIREITO2.9C3CMM-27.5COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO5.46FTOOLFYD43.48 REAES11.12PMIN0.15F1.4

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+=15501.4MD+=2170KN*CM

MD-=27501.4MD-=3850KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=21701.51815650.25+=0.147

-=38501.415650.25-=0.282

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.18W-=0.37

ARMADURASAS=WBDTCDFYDAS+=0.181525.51.51843.48AS+=2.40CM^2

AS-=0.371525.51.51843.48AS-=4.94CM^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=18.6knVD=18.61.426.04knVKC-e=-30.9knVD=-30.91.4-43.26kn

VD=43.261.4VD=60.56

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

TWD=VDBWDTWD=60.561525.5TWD=0.158KN/CM^2

TD=1.11TWDTCTD=1.110.1580.077TD=0.090KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.09043.48ASW=3.12ASW=1.56CM^2/M

VIGA-12VIGA-128,54 M R= 10.38PIOR SITUAO L-2FCK25MPAM+19.7PE DIREITO2.9C3CMM-24COMPRIMENTO-LX1B15CM30.09LARGURA ALV.0.15H30CMPWMIN0.1PESO ESPECIFCO13.00D`4.5CMPESO ALVE.5.66KN/M^2D25.5CMREAO4.72FTOOLFYD43.48 REAES10.38PMIN0.15F1.4ARMADURA 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*cmMARJORAO DAS CARGAS FTOOLMD=MKFMD+=19701.4MD+=2758KN*CMMD-=24001.4MD-=3360KN*CM

MOMENTO REDUZIDO=MDTCDBD^2+=27581.51815650.25+=0.186-=33601.415650.25-=0.246ANALISE DE ARMADURA=D`D=4.525.5=0.18W+=0.2W-=0.31ARMADURASAS=WBDTCDFYDAS+=0.21525.51.51843.48AS+=2.67CM^2AS-=0.311525.51.51843.48AS-=4.14CM^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=20.2knVD=20.21.428.28knVKC-e=-30.1knVD=-30.11.4-42.14knVKC-d=24.6knVD=24.61.434.44knVKD-e=-10.2knVD=-10.21.4-14.28kn

VD=42.141.4VD=59.00

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

TWD=VDBWDTWD=59.001525.5TWD=0.154KN/CM^2

TD=1.11TWDTCTD=1.110.1540.077TD=0.086KN/CM^2

ARMADURAASW=100BWTDFYDASW=100150.08643.48ASW=2.96ASW=1.48CM^2/M

VIGA-13VIGA-5

8,35 M R= 6,37

FCK25MPAM+12C3CMM-15B15CM30.09H30CMPWMIN0.1D`4.5CMD25.5CMFYD43.48PMIN0.15F1.4

CALCULO DAS ARMADURASASMIN=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

MkMIN=ASMINFYDFDASMINFYD2TCDBMkMIN=0.67543.481.425.50.67543.4821.51815MkMIN=521KN*M

MARJORAO DAS CARGAS FTOOLMD=MKFMD+=12001.4MD+=1680KN*CM

MD-=15001.4MD-=2100KN*CM

momento reduzido=MDTCDBD^2+=16801.51815650.25+=0.113

-=21001.415650.25-=0.154

ANALISE DE ARMADURA=D`D=4.525.5=0.18

W+=0.02W-=0.02

CALCULO DAS ARMADURAAS=WBDTCDFYDAS+=0.021525.51.51843.48AS+=0.27CM^2

AS-=0.021525.51.51843.48AS-=0.27CM^2

CALCULO 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=VKAFVKA=0knVD=01.40knVKB=12.4knVD=12.41.417.36knVKC-e=-18.5knVD=-18.51.4-25.9knVKC-d=15.4knVD=15.41.421.56knVKD-e=-6.9knVD=-6.91.4-9.66kn

VD=-25.9KN

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

TWD=VDBWDTWD=-25.91525.5TWD=-0.068KN/CM^2

TD=1.11TWDTCTD=1.11-0.0680.077TD=-0.161KN/CM^2

ARMADURAASW=100BWTDFYDASW=10015-0.16143.48ASW=-5.54CM/M^2


Calculo de perdidas en pretensado
Calculo de perdidas en pretensado
Planilha de Calculo
Planilha de Calculo
Calculo de Zapata Rigida
Calculo de Zapata Rigida
Calculo de Resistencia en Suelos
Calculo de Resistencia en Suelos
Hoja de Calculo de Plano Isometrico Final Expo
Hoja de Calculo de Plano Isometrico Final Expo
Calculo de Losa de Cimentacion
Calculo de Losa de Cimentacion
IX.- CALCULO DE TUBERÍAS - files.pfernandezdiez.esfiles.pfernandezdiez.es/MecanicaFluidos/PDFs/09MecFluidos.pdf · IX.- CALCULO DE TUBERÍAS pfernandezdiez.es IX.1.- CALCULO DEL
IX.- CALCULO DE TUBERÍAS - files.pfernandezdiez.esfiles.pfernandezdiez.es/MecanicaFluidos/PDFs/09MecFluidos.pdf · IX.- CALCULO DE TUBERÍAS pfernandezdiez.es IX.1.- CALCULO DEL
Calculo de Cimentacion Para Zapatas Rikiriki
Calculo de Cimentacion Para Zapatas Rikiriki
Diseño de Viga t
Diseño de Viga t
Calculo+de+Produccion+de+ATP Fondo+Blanco
Calculo+de+Produccion+de+ATP Fondo+Blanco
Calculo de Catenaria
Calculo de Catenaria
Planilhas de Calculo Estrutural
Planilhas de Calculo Estrutural
Memoria de Calculo
Memoria de Calculo
Memoria de Calculo de La Cisterna
Memoria de Calculo de La Cisterna
Viga de Conexion
Viga de Conexion
Ejemplo de Calculo de Derivas
Ejemplo de Calculo de Derivas
APOSTILA de CALCULO I
APOSTILA de CALCULO I
Calculo de Red de Agua Potable
Calculo de Red de Agua Potable
viga por el metodo de tres momentos
viga por el metodo de tres momentos
diagrama de interaccion de viga t.xlsx
diagrama de interaccion de viga t.xlsx