Verificare grinda
2
Autodesk Robot Structural Analysis Professional 2011 Autor: Fişier: Hala Metal.rtd Adresa: Proiect: Hala Metal Data: 09/06/11 Pagina: 1 CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures. TIP ANALIZĂ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: 311 Grinda principala incastrata incastrata_311 PUNCT: 3 COORDONATĂ: x = 0.90 L = 1.82 m ---------------------------------------------------------------------------------------------------------------------------------------- ÎNCĂRCĂRI: Caz încărcare decisiv: 19 COMB8 (1+2)*1.35+6*1.50 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: Steel ( S235 ) fy = 235.00 N/mm2 ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRI SECŢIUNE: IPE 500 h=50.0 cm gM0=1.00 gM1=1.00 b=20.0 cm Ay=64.000 cm2 Az=47.736 cm2 Ax=115.522 cm2 tw=1.0 cm Iy=48198.500 cm4 Iz=2141.690 cm4 Ix=89.000 cm4 tf=1.6 cm Wply=2107.311 cm3 Wplz=332.173 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORŢE INTERNE ŞI REZISTENŢE ULTIME: N,Ed = 105.85 kN My,Ed = -390.99 kN*m Mz,Ed = -0.03 kN*m Vy,Ed = -0.05 kN Nc,Rd = 2714.77 kN My,pl,Rd = 495.22 kN*m Mz,pl,Rd = 78.06 kN*m Vy,T,Rd = 868.31 kN Nb,Rd = 2642.61 kN My,c,Rd = 495.22 kN*m Mz,c,Rd = 78.06 kN*m Vz,Ed = 116.68 kN My,N,Rd = 494.47 kN*m Mz,N,Rd = 77.94 kN*m Vz,T,Rd = 647.66 kN Mb,Rd = 495.22 kN*m Tt,Ed = 0.00 kN*m Clasă secţiune = 1 ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRI FLAMBAJ LATERAL: z = 0.00 Mcr = 6741.90 kN*m Curbă,LT - a XLT = 1.00 Lcr,low=2.02 m Lam_LT = 0.27 fi,LT = 0.00 XLT,mod = 1.00 ----------------------------------------------------------------------------------------------------------------------------------------
Transcript of Verificare grinda
Autodesk Robot Structural Analysis Professional 2011 Autor: Fişier: Hala Metal.rtdAdresa: Proiect: Hala Metal
Data: 09/06/11 Pagina: 1
CALCUL STRUCTURI DIN METAL----------------------------------------------------------------------------------------------------------------------------------------COD: EN 1993-1:2005/AC:2009, Eurocode 3: Design of steel structures.TIP ANALIZĂ: Verificare element----------------------------------------------------------------------------------------------------------------------------------------FAMILIE: ELEMENT: 311 Grinda principala incastrata incastrata_311 PUNCT: 3 COORDONATĂ: x = 0.90 L = 1.82 m----------------------------------------------------------------------------------------------------------------------------------------ÎNCĂRCĂRI:Caz încărcare decisiv: 19 COMB8 (1+2)*1.35+6*1.50----------------------------------------------------------------------------------------------------------------------------------------MATERIAL:Steel ( S235 ) fy = 235.00 N/mm2 ----------------------------------------------------------------------------------------------------------------------------------------
PARAMETRI SECŢIUNE: IPE 500h=50.0 cm gM0=1.00 gM1=1.00b=20.0 cm Ay=64.000 cm2 Az=47.736 cm2 Ax=115.522 cm2 tw=1.0 cm Iy=48198.500 cm4 Iz=2141.690 cm4 Ix=89.000 cm4 tf=1.6 cm Wply=2107.311 cm3 Wplz=332.173 cm3----------------------------------------------------------------------------------------------------------------------------------------FORŢE INTERNE ŞI REZISTENŢE ULTIME:N,Ed = 105.85 kN My,Ed = -390.99 kN*m Mz,Ed = -0.03 kN*m Vy,Ed = -0.05 kNNc,Rd = 2714.77 kN My,pl,Rd = 495.22 kN*m Mz,pl,Rd = 78.06 kN*m Vy,T,Rd = 868.31 kNNb,Rd = 2642.61 kN My,c,Rd = 495.22 kN*m Mz,c,Rd = 78.06 kN*m Vz,Ed = 116.68 kN My,N,Rd = 494.47 kN*m Mz,N,Rd = 77.94 kN*m Vz,T,Rd = 647.66 kN
Mb,Rd = 495.22 kN*m Tt,Ed = 0.00 kN*mClasă secţiune = 1
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PARAMETRI FLAMBAJ LATERAL: z = 0.00 Mcr = 6741.90 kN*m Curbă,LT - a XLT = 1.00Lcr,low=2.02 m Lam_LT = 0.27 fi,LT = 0.00 XLT,mod = 1.00----------------------------------------------------------------------------------------------------------------------------------------
Autodesk Robot Structural Analysis Professional 2011 Autor: Fişier: Hala Metal.rtdAdresa: Proiect: Hala Metal
Data: 09/06/11 Pagina: 2
PARAMETRI FLAMBAJ:
După axa Y: După axa Z:Ly = 2.02 m Lam_y = 0.04 Lz = 2.02 m Lam_z = 0.25 Lcr,y = 1.01 m Xy = 1.00 Lcr,z = 1.01 m Xz = 0.97 Lamy = 3.54 kyy = 0.99 Lamz = 23.69 kyz = 0.68----------------------------------------------------------------------------------------------------------------------------------------FORMULE DE VERIFICARE: Verificare rezistenţă secţiune:N,Ed/Nc,Rd = 0.04 < 1.00 (6.2.4.(1))(My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.63 < 1.00 (6.2.9.1.(6))Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7)Vz,Ed/Vz,T,Rd = 0.18 < 1.00 (6.2.6-7)Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6)Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6)Verificarea stabilităţii globale a elementului:Lambda,y = 3.54 < Lambda,max = 210.00 Lambda,z = 23.69 < Lambda,max = 210.00 STABILMy,Ed/Mb,Rd = 0.79 < 1.00 (6.3.2.1.(1))N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed/(XLT*My,Rk/gM1) + kyz*Mz,Ed/(Mz,Rk/gM1) = 0.82 < 1.00 (6.3.3.(4))N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed/(XLT*My,Rk/gM1) + kzz*Mz,Ed/(Mz,Rk/gM1) = 0.44 < 1.00 (6.3.3.(4))----------------------------------------------------------------------------------------------------------------------------------------Secţiune OK !!!
