wytężenia wiązar
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wytężenia wiązar kratownicowy
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OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 1 Prt_1PUNKT: 1WSPRZDNA: x = 0.40 L = 8.40 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /158/ 1*1.00 + 2*1.00 + 10*1.50 + 12*1.50----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: HEB 100h=10.0 cmgM0=1.00gM1=1.00b=10.0 cm Ay=22.64 cm2 Az=9.00 cm2 Ax=26.00 cm2 tw=0.6 cm Iy=450.00 cm4 Iz=167.00 cm4 Ix=9.29 cm4 tf=1.0 cm Wply=104.21 cm3 Wplz=51.42 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 36.31 kN My,Ed = -0.17 kN*m Nc,Rd = 923.00 kN My,Ed,max = -0.17 kN*m Nb,Rd = 157.32 kN My,c,Rd = 37.00 kN*m Vz,Ed = 0.28 kN MN,y,Rd = 37.00 kN*m Vz,c,Rd = 184.46 kNMb,Rd = 25.70 kN*mKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: z = 1.00Mcr = 34.60 kN*mKrzywa,LT - bXLT = 0.68Lcr,low=4.20 mLam_LT = 1.03fi,LT = 1.01XLT,mod = 0.69----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.10 m Lam_y = 0.59 Lz = 4.20 m Lam_z = 2.17 Lcr,y = 1.89 m Xy = 0.84 Lcr,z = 4.20 m Xz = 0.17 Lamy = 45.43 kyy = 0.92 Lamz = 165.72 kzy = 0.96----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.04 < 1.00 (6.2.4.(1))My,Ed/My,c,Rd = 0.00 < 1.00 (6.2.5.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 45.43 < Lambda,max = 210.00 Lambda,z = 165.72 < Lambda,max = 210.00 STABILNYMy,Ed,max/Mb,Rd = 0.01 < 1.00 (6.3.2.1.(1))N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed,max/(XLT*My,Rk/gM1) = 0.05 < 1.00 (6.3.3.(4))N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed,max/(XLT*My,Rk/gM1) = 0.24 < 1.00 (6.3.3.(4))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 2 Prt_2PUNKT: 1WSPRZDNA: x = 0.60 L = 6.33 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /169/ 1*1.15 + 2*1.15 + 3*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: HEB 120h=12.0 cmgM0=1.00gM1=1.00b=12.0 cm Ay=29.19 cm2 Az=10.96 cm2 Ax=34.00 cm2 tw=0.7 cm Iy=864.00 cm4 Iz=318.00 cm4 Ix=13.90 cm4 tf=1.1 cm Wply=165.21 cm3 Wplz=80.97 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 208.07 kN My,Ed = 1.11 kN*m Nc,Rd = 1207.00 kN My,Ed,max = 1.33 kN*m Nb,Rd = 281.52 kN My,c,Rd = 58.65 kN*m Vz,Ed = 0.29 kN MN,y,Rd = 54.65 kN*m Vz,c,Rd = 224.53 kNMb,Rd = 40.07 kN*mKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: z = 1.00Mcr = 53.00 kN*mKrzywa,LT - bXLT = 0.67Lcr,upp=4.22 mLam_LT = 1.05fi,LT = 1.03XLT,mod = 0.68----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.11 m Lam_y = 0.49 Lz = 4.22 m Lam_z = 1.81 Lcr,y = 1.90 m Xy = 0.89 Lcr,z = 4.22 m Xz = 0.23 Lamy = 37.67 kyy = 0.95 Lamz = 137.99 kzy = 0.89----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.17 < 1.00 (6.2.4.(1))My,Ed/My,c,Rd = 0.02 < 1.00 (6.2.5.(1))My,Ed/MN,y,Rd = 0.02 < 1.00 (6.2.9.1.(2))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 37.67 < Lambda,max = 210.00 Lambda,z = 137.99 < Lambda,max = 210.00 STABILNYMy,Ed,max/Mb,Rd = 0.03 < 1.00 (6.3.2.1.(1))N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed,max/(XLT*My,Rk/gM1) = 0.23 < 1.00 (6.3.3.(4))N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed,max/(XLT*My,Rk/gM1) = 0.77 < 1.00 (6.3.3.(4))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 3 Prt_3PUNKT: 3WSPRZDNA: x = 0.40 L = 4.22 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: HEB 120h=12.0 cmgM0=1.00gM1=1.00b=12.0 cm Ay=29.19 cm2 Az=10.96 cm2 Ax=34.00 cm2 tw=0.7 cm Iy=864.00 cm4 Iz=318.00 cm4 Ix=13.90 cm4 tf=1.1 cm Wply=165.21 cm3 Wplz=80.97 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 208.07 kN My,Ed = 1.11 kN*m Nc,Rd = 1207.00 kN My,Ed,max = 1.34 kN*m Nb,Rd = 281.52 kN My,c,Rd = 58.65 kN*m Vz,Ed = -0.29 kN MN,y,Rd = 54.65 kN*m Vz,c,Rd = 224.53 kNMb,Rd = 40.07 kN*mKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: z = 1.00Mcr = 53.00 kN*mKrzywa,LT - bXLT = 0.67Lcr,upp=4.22 mLam_LT = 1.05fi,LT = 1.03XLT,mod = 0.68----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.11 m Lam_y = 0.49 Lz = 4.22 m Lam_z = 1.81 Lcr,y = 1.90 m Xy = 0.89 Lcr,z = 4.22 m Xz = 0.23 Lamy = 37.67 kyy = 0.95 Lamz = 137.99 kzy = 0.89----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.17 < 1.00 (6.2.4.(1))My,Ed/My,c,Rd = 0.02 < 1.00 (6.2.5.(1))My,Ed/MN,y,Rd = 0.02 < 1.00 (6.2.9.1.(2))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 37.67 < Lambda,max = 210.00 Lambda,z = 137.99 < Lambda,max = 210.00 STABILNYMy,Ed,max/Mb,Rd = 0.03 < 1.00 (6.3.2.1.(1))N,Ed/(Xy*N,Rk/gM1) + kyy*My,Ed,max/(XLT*My,Rk/gM1) = 0.23 < 1.00 (6.3.3.(4))N,Ed/(Xz*N,Rk/gM1) + kzy*My,Ed,max/(XLT*My,Rk/gM1) = 0.77 < 1.00 (6.3.3.(4))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 4 Prt_4PUNKT: 3WSPRZDNA: x = 1.00 L = 1.90 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /169/ 1*1.15 + 2*1.15 + 3*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 121.92 kN Nc,Rd = 312.05 kN Nb,Rd = 187.23 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 1.90 m Lam_y = 0.98 Lz = 1.90 m Lam_z = 1.09 Lcr,y = 1.71 m Xy = 0.68 Lcr,z = 1.90 m Xz = 0.60 Lamy = 75.24 Lamz = 83.60 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.39 < 1.00 (6.2.4.(1))Kontrola statecznoci globalnej prta:Lambda,y = 75.24 < Lambda,max = 210.00 Lambda,z = 83.60 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.65 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 5 Prt_5PUNKT: 3WSPRZDNA: x = 1.00 L = 2.12 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /171/ 1*1.15 + 2*1.15 + 5*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 23.17 kN Nc,Rd = 312.05 kN Nb,Rd = 161.32 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.12 m Lam_y = 1.10 Lz = 2.12 m Lam_z = 1.22 Lcr,y = 1.91 m Xy = 0.60 Lcr,z = 2.12 m Xz = 0.52 Lamy = 83.95 Lamz = 93.28 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.07 < 1.00 (6.2.4.(1))Kontrola statecznoci globalnej prta:Lambda,y = 83.95 < Lambda,max = 210.00 Lambda,z = 93.28 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.14 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 6 Prt_6PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /10/ 1*1.35 + 2*1.35 + 3*0.75 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -1.09 kN Nt,Rd = 312.05 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.00 < 1.00 (6.2.3.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 7 Prt_7PUNKT: 3WSPRZDNA: x = 1.00 L = 2.56 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /169/ 1*1.15 + 2*1.15 + 3*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 24.03 kN Nc,Rd = 312.05 kN Nb,Rd = 119.68 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.56 m Lam_y = 1.33 Lz = 2.56 m Lam_z = 1.47 Lcr,y = 2.30 m Xy = 0.46 Lcr,z = 2.56 m Xz = 0.38 Lamy = 101.38 Lamz = 112.64 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.08 < 1.00 (6.2.4.(1))Kontrola statecznoci globalnej prta:Lambda,y = 101.38 < Lambda,max = 210.00 Lambda,z = 112.64 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.20 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 8 Prt_8PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /118/ 1*1.15 + 2*1.15 + 10*1.50 + 12*1.50----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -0.75 kN Nt,Rd = 312.05 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.00 < 1.00 (6.2.3.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 9 Prt_9PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -17.73 kN Nt,Rd = 312.05 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.06 < 1.00 (6.2.3.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 10 Prt_10PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /118/ 1*1.15 + 2*1.15 + 10*1.50 + 12*1.50----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -0.75 kN Nt,Rd = 312.05 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.00 < 1.00 (6.2.3.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 11 Prt_11PUNKT: 3WSPRZDNA: x = 1.00 L = 2.56 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 24.01 kN Nc,Rd = 312.05 kN Nb,Rd = 119.68 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.56 m Lam_y = 1.33 Lz = 2.56 m Lam_z = 1.47 Lcr,y = 2.30 m Xy = 0.46 Lcr,z = 2.56 m Xz = 0.38 Lamy = 101.38 Lamz = 112.64 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.08 < 1.00 (6.2.4.(1))Kontrola statecznoci globalnej prta:Lambda,y = 101.38 < Lambda,max = 210.00 Lambda,z = 112.64 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.20 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 12 Prt_12PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /26/ 1*1.35 + 2*1.35 + 3*0.75 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -1.10 kN Nt,Rd = 312.05 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.00 < 1.00 (6.2.3.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 13 Prt_13PUNKT: 3WSPRZDNA: x = 1.00 L = 2.12 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /182/ 1*1.15 + 2*1.15 + 4*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 23.17 kN Nc,Rd = 312.05 kN Nb,Rd = 161.32 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 2.12 m Lam_y = 1.10 Lz = 2.12 m Lam_z = 1.22 Lcr,y = 1.91 m Xy = 0.60 Lcr,z = 2.12 m Xz = 0.52 Lamy = 83.95 Lamz = 93.28 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.07 < 1.00 (6.2.4.(1))Kontrola statecznoci globalnej prta:Lambda,y = 83.95 < Lambda,max = 210.00 Lambda,z = 93.28 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.14 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 14 Prt_14PUNKT: 3WSPRZDNA: x = 1.00 L = 1.90 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 60x60x4h=6.0 cmgM0=1.00gM1=1.00b=6.0 cm Ay=4.40 cm2 Az=4.40 cm2 Ax=8.79 cm2 tw=0.4 cm Iy=45.40 cm4 Iz=45.40 cm4 Ix=70.25 cm4 tf=0.4 cm Wply=18.30 cm3 Wplz=17.64 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 121.92 kN Nc,Rd = 312.05 kN Nb,Rd = 187.23 kN KLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 1.90 m Lam_y = 0.98 Lz = 1.90 m Lam_z = 1.09 Lcr,y = 1.71 m Xy = 0.68 Lcr,z = 1.90 m Xz = 0.60 Lamy = 75.24 Lamz = 83.60 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.39 < 1.00 (6.2.4.(1))Kontrola statecznoci globalnej prta:Lambda,y = 75.24 < Lambda,max = 210.00 Lambda,z = 83.60 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.65 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 15 Prt_15PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /182/ 1*1.15 + 2*1.15 + 4*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 23.02 kN Nc,Rd = 255.25 kN Nb,Rd = 39.05 kN Vz,Ed = 0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 3.48 m Lam_y = 2.20 Lz = 3.48 m Lam_z = 2.45 Lcr,y = 3.14 m Xy = 0.19 Lcr,z = 3.48 m Xz = 0.15 Lamy = 168.16 Lamz = 186.84 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.09 < 1.00 (6.2.4.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 168.16 < Lambda,max = 210.00 Lambda,z = 186.84 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.59 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 16 Prt_16PUNKT: 3WSPRZDNA: x = 1.00 L = 3.48 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /171/ 1*1.15 + 2*1.15 + 5*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 24.46 kN Nc,Rd = 255.25 kN Nb,Rd = 39.05 kN Vz,Ed = -0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 3.48 m Lam_y = 2.20 Lz = 3.48 m Lam_z = 2.45 Lcr,y = 3.14 m Xy = 0.19 Lcr,z = 3.48 m Xz = 0.15 Lamy = 168.16 Lamz = 186.84 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.10 < 1.00 (6.2.4.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 168.16 < Lambda,max = 210.00 Lambda,z = 186.84 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.63 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 17 Prt_17PUNKT: 3WSPRZDNA: x = 1.00 L = 3.14 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /169/ 1*1.15 + 2*1.15 + 3*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -51.16 kN Nt,Rd = 255.25 kN Vz,Ed = -0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.20 < 1.00 (6.2.3.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 18 Prt_18PUNKT: 3WSPRZDNA: x = 1.00 L = 3.14 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 70x70x4h=7.0 cmgM0=1.00gM1=1.00b=7.0 cm Ay=5.20 cm2 Az=5.20 cm2 Ax=10.40 cm2 tw=0.4 cm Iy=74.70 cm4 Iz=74.70 cm4 Ix=115.00 cm4 tf=0.4 cm Wply=25.50 cm3 Wplz=24.76 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 99.43 kN Nc,Rd = 369.20 kN Nb,Rd = 132.14 kN Vz,Ed = -0.10 kN Vz,c,Rd = 106.58 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 3.14 m Lam_y = 1.38 Lz = 3.14 m Lam_z = 1.54 Lcr,y = 2.83 m Xy = 0.43 Lcr,z = 3.14 m Xz = 0.36 Lamy = 105.58 Lamz = 117.32 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.27 < 1.00 (6.2.4.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 105.58 < Lambda,max = 210.00 Lambda,z = 117.32 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.75 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 19 Prt_19PUNKT: 3WSPRZDNA: x = 1.00 L = 2.83 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -144.56 kN Nt,Rd = 255.25 kN Vz,Ed = -0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.57 < 1.00 (6.2.3.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 20 Prt_20PUNKT: 1WSPRZDNA: x = 0.00 L = 0.00 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /171/ 1*1.15 + 2*1.15 + 5*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 23.01 kN Nc,Rd = 255.25 kN Nb,Rd = 39.05 kN Vz,Ed = 0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 3.48 m Lam_y = 2.20 Lz = 3.48 m Lam_z = 2.45 Lcr,y = 3.14 m Xy = 0.19 Lcr,z = 3.48 m Xz = 0.15 Lamy = 168.16 Lamz = 186.84 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.09 < 1.00 (6.2.4.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 168.16 < Lambda,max = 210.00 Lambda,z = 186.84 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.59 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 21 Prt_21PUNKT: 3WSPRZDNA: x = 1.00 L = 3.48 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /182/ 1*1.15 + 2*1.15 + 4*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 24.47 kN Nc,Rd = 255.25 kN Nb,Rd = 39.05 kN Vz,Ed = -0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 3.48 m Lam_y = 2.20 Lz = 3.48 m Lam_z = 2.45 Lcr,y = 3.14 m Xy = 0.19 Lcr,z = 3.48 m Xz = 0.15 Lamy = 168.16 Lamz = 186.84 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.10 < 1.00 (6.2.4.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 168.16 < Lambda,max = 210.00 Lambda,z = 186.84 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.63 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 22 Prt_22PUNKT: 3WSPRZDNA: x = 1.00 L = 3.14 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /181/ 1*1.15 + 2*1.15 + 3*1.50 + 9*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -51.15 kN Nt,Rd = 255.25 kN Vz,Ed = -0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.20 < 1.00 (6.2.3.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 23 Prt_23PUNKT: 3WSPRZDNA: x = 1.00 L = 3.14 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /169/ 1*1.15 + 2*1.15 + 3*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 70x70x4h=7.0 cmgM0=1.00gM1=1.00b=7.0 cm Ay=5.20 cm2 Az=5.20 cm2 Ax=10.40 cm2 tw=0.4 cm Iy=74.70 cm4 Iz=74.70 cm4 Ix=115.00 cm4 tf=0.4 cm Wply=25.50 cm3 Wplz=24.76 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = 99.42 kN Nc,Rd = 369.20 kN Nb,Rd = 132.14 kN Vz,Ed = -0.10 kN Vz,c,Rd = 106.58 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z:Ly = 3.14 m Lam_y = 1.38 Lz = 3.14 m Lam_z = 1.54 Lcr,y = 2.83 m Xy = 0.43 Lcr,z = 3.14 m Xz = 0.36 Lamy = 105.58 Lamz = 117.32 ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nc,Rd = 0.27 < 1.00 (6.2.4.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))Kontrola statecznoci globalnej prta:Lambda,y = 105.58 < Lambda,max = 210.00 Lambda,z = 117.32 < Lambda,max = 210.00 STABILNYN,Ed/Nb,Rd = 0.75 < 1.00 (6.3.1.1.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!OBLICZENIA KONSTRUKCJI STALOWYCH----------------------------------------------------------------------------------------------------------------------------------------NORMA: PN-EN 1993-1:2006/AC:2009, Eurocode 3: Design of steel structures.TYP ANALIZY: Weryfikacja prtw----------------------------------------------------------------------------------------------------------------------------------------GRUPA: PRT: 24 Prt_24PUNKT: 3WSPRZDNA: x = 1.00 L = 2.83 m----------------------------------------------------------------------------------------------------------------------------------------OBCIENIA:Decydujcy przypadek obcienia: 13 ULS /169/ 1*1.15 + 2*1.15 + 3*1.50 + 7*0.90 + 11*0.90----------------------------------------------------------------------------------------------------------------------------------------MATERIA:S 355 ( S 355 ) fy = 355.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY PRZEKROJU: RK 50x50x4h=5.0 cmgM0=1.00gM1=1.00b=5.0 cm Ay=3.59 cm2 Az=3.59 cm2 Ax=7.19 cm2 tw=0.4 cm Iy=25.00 cm4 Iz=25.00 cm4 Ix=38.93 cm4 tf=0.4 cm Wply=12.30 cm3 Wplz=11.73 cm3----------------------------------------------------------------------------------------------------------------------------------------SIY WEWNTRZNE I NONOCI:N,Ed = -144.56 kN Nt,Rd = 255.25 kN Vz,Ed = -0.07 kN Vz,c,Rd = 73.68 kNKLASA PRZEKROJU = 1---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRY ZWICHRZENIOWE: ----------------------------------------------------------------------------------------------------------------------------------------PARAMETRY WYBOCZENIOWE: wzgldem osi y: wzgldem osi z: ----------------------------------------------------------------------------------------------------------------------------------------FORMUY WERYFIKACYJNE: Kontrola wytrzymaoci przekroju:N,Ed/Nt,Rd = 0.57 < 1.00 (6.2.3.(1))Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))----------------------------------------------------------------------------------------------------------------------------------------Profil poprawny !!!
