Weryfikacja pr tów stalowych PR T: 1 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 508 SSSW-L8 308*1.00+7*1.30 PARAMETRY PRZEKROJU: slupgłboczny1 h=80.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=60.480 cm2 Ax=201.280 cm2 tw=0.8 cm Iy=241922.172 cm4 Iz=12018.159 cm4 Ix=230.131 cm4 tf=2.2 cm Wely=6048.054 cm3 Welz=751.135 cm3 Weffy=6048.054 cm3 Weffz=751.135 cm3 Aeff=170.613 cm2 N,Ed = 1036.87 kn My,Ed = 1155.71 kn*m Mz,Ed = 0.00 kn*m Vy,Ed = 0.00 kn Nc,Rd = 5033.09 kn My,el,Rd = 1784.18 kn*m Mz,el,Rd = 221.58 kn*m Vy,c,Rd = 2398.08 kn Nb,Rd = 3017.06 kn My,c,Rd = 1784.18 kn*m Mz,c,Rd = 221.58 kn*m Vz,Ed = -239.69 kn Vz,c,Rd = 1030.09 kn KLASA PRZEKROJU = 4 Ly = 6.26 m Lam_y = 0.31 Lz = 6.26 m Lam_z = 0.90 Lcr,y = 9.56 m Xy = 0.96 Lcr,z = 6.26 m Xz = 0.60 Lamy = 27.57 kzy = 0.68 Lamz = 81.01 kzz = 1.12 My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.65 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.85 < 1.00 (6.2.9.3.(2)) sqrt(sig,x,ed^2 + 3*Tau,y,Ed^2)/(fy/gM0) = 0.82 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.23 < 1.00 (6.2.6.(1)) Lambda,y = 27.57 < Lambda,max = 210.00 Lambda,z = 81.01 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) + kyz*mz,ed/(mz,rk/gm1) = 0.69 < 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) = 0.79 < 1.00 (6.3.3.(4))
PR T: 2 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: slupgłboczny1 h=80.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=60.480 cm2 Ax=201.280 cm2 tw=0.8 cm Iy=241922.172 cm4 Iz=12018.159 cm4 Ix=230.131 cm4 tf=2.2 cm Wely=6048.054 cm3 Welz=751.135 cm3 Weffy=6048.054 cm3 Aeff=170.613 cm2 N,Ed = 796.57 kn My,Ed = 1352.35 kn*m Nc,Rd = 5033.09 kn My,el,Rd = 1784.18 kn*m Nb,Rd = 3017.06 kn My,c,Rd = 1784.18 kn*m Vz,Ed = -254.55 kn Vz,c,Rd = 1030.09 kn KLASA PRZEKROJU = 4 Ly = 6.26 m Lam_y = 0.31 Lz = 6.26 m Lam_z = 0.90 Lcr,y = 9.56 m Xy = 0.96 Lcr,z = 6.26 m Xz = 0.60 Lamy = 27.57 kzy = 0.72 Lamz = 81.01 My,Ed/My,c,Rd = 0.76 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.92 < 1.00 (6.2.9.3.(2)) sqrt(sig,x,ed^2 + 3*Tau,y,Ed^2)/(fy/gM0) = 0.89 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.25 < 1.00 (6.2.6.(1)) Lambda,y = 27.57 < Lambda,max = 210.00 Lambda,z = 81.01 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.74 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.81 < 1.00 (6.3.3.(4))
PR T: 3 PUNKT: 3 WSPÓŁRZ DNA: x = 0.92 L = 4.38 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: slupgłbocznygóra h=45.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=32.480 cm2 Ax=173.280 cm2 tw=0.8 cm Iy=68999.118 cm4 Iz=12016.666 cm4 Ix=224.158 cm4 tf=2.2 cm Wply=3342.792 cm3 Wplz=1132.896 cm3 N,Ed = 438.00 kn My,Ed = -862.99 kn*m Nc,Rd = 5111.76 kn My,pl,Rd = 986.12 kn*m Nb,Rd = 3726.71 kn My,c,Rd = 986.12 kn*m Vz,Ed = -186.46 kn My,N,Rd = 986.12 kn*m Vz,c,Rd = 553.19 kn KLASA PRZEKROJU = 1 Ly = 4.78 m Lam_y = 0.40 Lz = 4.78 m Lam_z = 0.69 Lcr,y = 6.69 m Xy = 0.92 Lcr,z = 4.78 m Xz = 0.73 Lamy = 33.53 kyy = 0.79 Lamz = 57.39 N,Ed/Nc,Rd = 0.09 < 1.00 (6.2.4.(1)) My,Ed/My,c,Rd = 0.88 < 1.00 (6.2.5.(1)) Vz,Ed/Vz,c,Rd = 0.34 < 1.00 (6.2.6.(1)) Lambda,y = 33.53 < Lambda,max = 210.00 Lambda,z = 57.39 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.79 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.47 < 1.00 (6.3.3.(4))
PR T: 4 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: WSPORNIK450X10X320X22 h=45.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=40.600 cm2 Ax=181.400 cm2 tw=1.0 cm Iy=70114.509 cm4 Iz=12018.317 cm4 Ix=230.638 cm4 tf=2.2 cm Wply=3425.210 cm3 Wplz=1136.550 cm3 N,Ed = 0.00 kn My,Ed = -849.56 kn*m Nc,Rd = 5351.30 kn My,pl,Rd = 1010.44 kn*m Nb,Rd = 5351.30 kn My,c,Rd = 1010.44 kn*m Vz,Ed = 708.88 kn My,V,Rd = 888.99 kn*m Vz,c,Rd = 691.49 kn KLASA PRZEKROJU = 1 Ly = 1.33 m Lam_y = 0.08 Lz = 1.33 m Lam_z = 0.20 Lcr,y = 1.33 m Xy = 1.00 Lcr,z = 1.33 m Xz = 1.00 Lamy = 6.76 kyy = 0.79 Lamz = 16.34 My,Ed/My,V,Rd = 0.96 < 1.00 (6.2.8) Vz,Ed/Vz,c,Rd = 1.03 > 1.00 (6.2.6.(1)) Lambda,y = 6.76 < Lambda,max = 210.00 Lambda,z = 16.34 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.66 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.34 < 1.00 (6.3.3.(4)) Profil niepoprawny!!!
PR T: 5 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 6.26 m Decyduj cy przypadek obci enia: 316 SSS16 (102+204+208)*1.00 PARAMETRY PRZEKROJU: slupgłsrod2 h=50.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=128.000 cm2 Az=36.800 cm2 Ax=164.800 cm2 tw=0.8 cm Iy=80259.733 cm4 Iz=10924.629 cm4 Ix=171.709 cm4 tf=2.0 cm Wely=3210.389 cm3 Welz=682.789 cm3 N,Ed = 2051.64 kn My,Ed = 443.18 kn*m Nc,Rd = 4861.60 kn My,el,Rd = 947.06 kn*m Nb,Rd = 3672.66 kn My,c,Rd = 947.06 kn*m Vz,Ed = 100.76 kn Vz,c,Rd = 626.77 kn KLASA PRZEKROJU = 3 Ly = 6.26 m Lam_y = 0.48 Lz = 6.26 m Lam_z = 0.65 Lcr,y = 8.76 m Xy = 0.89 Lcr,z = 4.38 m Xz = 0.76 Lamy = 39.71 kzy = 0.71 Lamz = 53.82 My,Ed/My,c,Rd = 0.47 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.89 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed^2 + 3*Tau,y,Ed^2)/(fy/gM0) = 0.89 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.16 < 1.00 (6.2.6.(1)) Lambda,y = 39.71 < Lambda,max = 210.00 Lambda,z = 53.82 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.82 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.89 < 1.00 (6.3.3.(4))
PR T: 6 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: slupgłsrodgora2 h=36.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=128.000 cm2 Az=19.200 cm2 Ax=147.200 cm2 tw=0.6 cm Iy=38673.067 cm4 Iz=10923.243 cm4 Ix=166.221 cm4 tf=2.0 cm Wely=2148.504 cm3 Welz=682.703 cm3 N,Ed = 1145.69 kn My,Ed = -333.32 kn*m Nc,Rd = 4342.40 kn My,el,Rd = 633.81 kn*m Nb,Rd = 3227.44 kn My,c,Rd = 633.81 kn*m Vz,Ed = 75.10 kn Vz,c,Rd = 327.01 kn KLASA PRZEKROJU = 3 Ly = 4.78 m Lam_y = 0.50 Lz = 4.78 m Lam_z = 0.67 Lcr,y = 6.69 m Xy = 0.88 Lcr,z = 4.78 m Xz = 0.74 Lamy = 41.28 kzy = 0.81 Lamz = 55.48 My,Ed/My,c,Rd = 0.53 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.79 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed^2 + 3*Tau,y,Ed^2)/(fy/gM0) = 0.79 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.23 < 1.00 (6.2.6.(1)) Lambda,y = 41.28 < Lambda,max = 210.00 Lambda,z = 55.48 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.73 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.78 < 1.00 (6.3.3.(4))
PR T: 7 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 1.33 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: wsporniksrod2 h=50.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=45.600 cm2 Ax=186.400 cm2 tw=1.0 cm Iy=88384.725 cm4 Iz=12018.733 cm4 Ix=232.305 cm4 tf=2.2 cm Wply=3884.960 cm3 Wplz=1137.800 cm3 N,Ed = -0.00 kn My,Ed = -849.60 kn*m Nt,Rd = 5498.80 kn My,pl,Rd = 1146.06 kn*m My,c,Rd = 1146.06 kn*m Vz,Ed = -708.94 kn My,V,Rd = 1041.53 kn*m Vz,c,Rd = 776.65 kn KLASA PRZEKROJU = 1 My,Ed/My,V,Rd = 0.82 < 1.00 (6.2.8) Vz,Ed/Vz,c,Rd = 0.91 < 1.00 (6.2.6.(1))
PR T: 8 PUNKT: 3 WSPÓŁRZ DNA: x = 0.92 L = 4.38 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: slupgłbocznygóra h=45.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=32.480 cm2 Ax=173.280 cm2 tw=0.8 cm Iy=68999.118 cm4 Iz=12016.666 cm4 Ix=224.158 cm4 tf=2.2 cm Wply=3342.792 cm3 Wplz=1132.896 cm3 N,Ed = 550.82 kn My,Ed = -895.59 kn*m Mz,Ed = -0.00 kn*m Vy,Ed = 0.00 kn Nc,Rd = 5111.76 kn My,pl,Rd = 986.12 kn*m Mz,pl,Rd = 334.20 kn*m Vy,c,Rd = 2398.08 kn Nb,Rd = 3726.71 kn My,c,Rd = 986.12 kn*m Mz,c,Rd = 334.20 kn*m Vz,Ed = -174.96 kn My,N,Rd = 970.85 kn*m Mz,N,Rd = 334.20 kn*m Vz,c,Rd = 553.19 kn KLASA PRZEKROJU = 1 Ly = 4.78 m Lam_y = 0.40 Lz = 4.78 m Lam_z = 0.69 Lcr,y = 6.69 m Xy = 0.92 Lcr,z = 4.78 m Xz = 0.73 Lamy = 33.53 kyy = 0.79 Lamz = 57.39 kyz = 0.70 N,Ed/Nc,Rd = 0.11 < 1.00 (6.2.4.(1)) My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.91 < 1.00 (6.2.5.(1)) (My,Ed/My,N,Rd)^ 2.00 + (Mz,Ed/Mz,N,Rd)^1.00 = 0.85 < 1.00 (6.2.9.1.(6)) Vz,Ed/Vz,c,Rd = 0.32 < 1.00 (6.2.6.(1)) Lambda,y = 33.53 < Lambda,max = 210.00 Lambda,z = 57.39 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) + kyz*mz,ed/(mz,rk/gm1) = 0.84 < 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) = 0.52 < 1.00 (6.3.3.(4))
PR T: 9 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 508 SSSW-L8 308*1.00+7*1.30 PARAMETRY PRZEKROJU: WSPORNIK450X10X320X22 h=45.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=40.600 cm2 Ax=181.400 cm2 tw=1.0 cm Iy=70114.509 cm4 Iz=12018.317 cm4 Ix=230.638 cm4 tf=2.2 cm Wply=3425.210 cm3 Wplz=1136.550 cm3 N,Ed = 55.40 kn My,Ed = -593.71 kn*m Nc,Rd = 5351.30 kn My,pl,Rd = 1010.44 kn*m Nb,Rd = 5351.30 kn My,c,Rd = 1010.44 kn*m Vz,Ed = 506.06 kn My,V,Rd = 984.30 kn*m Vz,c,Rd = 691.49 kn KLASA PRZEKROJU = 1 Ly = 1.33 m Lam_y = 0.08 Lz = 1.33 m Lam_z = 0.20 Lcr,y = 1.33 m Xy = 1.00 Lcr,z = 1.33 m Xz = 1.00 Lamy = 6.76 kyy = 0.79 Lamz = 16.34 N,Ed/Nc,Rd = 0.01 < 1.00 (6.2.4.(1)) My,Ed/My,V,Rd = 0.60 < 1.00 (6.2.8) Vz,Ed/Vz,c,Rd = 0.73 < 1.00 (6.2.6.(1)) Lambda,y = 6.76 < Lambda,max = 210.00 Lambda,z = 16.34 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.47 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.25 < 1.00 (6.3.3.(4))
PR T: 10 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 1.33 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: wsporniksrod2 h=50.0 cm gm0=1.00 gm1=1.00 b=32.0 cm Ay=140.800 cm2 Az=45.600 cm2 Ax=186.400 cm2 tw=1.0 cm Iy=88384.725 cm4 Iz=12018.733 cm4 Ix=232.305 cm4 tf=2.2 cm Wply=3884.960 cm3 Wplz=1137.800 cm3 N,Ed = -0.00 kn My,Ed = -606.22 kn*m Nt,Rd = 5498.80 kn My,pl,Rd = 1146.06 kn*m My,c,Rd = 1146.06 kn*m Vz,Ed = -506.12 kn My,V,Rd = 1131.95 kn*m Vz,c,Rd = 776.65 kn KLASA PRZEKROJU = 1 My,Ed/My,V,Rd = 0.54 < 1.00 (6.2.8) Vz,Ed/Vz,c,Rd = 0.65 < 1.00 (6.2.6.(1))
PR T: 11 rygiel-1_11 PUNKT: 1 WSPÓŁRZ DNA: x = 0.29 L = 2.76 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: wzmoc rygiel h=80.4 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=132.817 cm2 Az=60.800 cm2 Ax=193.617 cm2 tw=0.8 cm Iy=231179.642 cm4 Iz=9964.499 cm4 Ix=225.230 cm4 tf=2.0 cm Wely=5418.865 cm3 Welz=664.300 cm3 Weffy=5418.865 cm3 Aeff=162.651 cm2 N,Ed = 722.37 kn My,Ed = 894.24 kn*m Nc,Rd = 4798.20 kn My,el,Rd = 1598.57 kn*m Nb,Rd = 4194.54 kn My,c,Rd = 1598.57 kn*m Vz,Ed = 22.07 kn Vz,c,Rd = 1035.54 kn dmy,ed = 3.66 kn*m KLASA PRZEKROJU = 4 Ly = 9.60 m Lam_y = 0.31 Lz = 2.86 m Lam_z = 0.44 Lcr,y = 9.60 m Xy = 0.96 Lcr,z = 2.86 m Xz = 0.87 Lamy = 27.84 kzy = 0.77 Lamz = 40.05 wyboczenie skr tne: wyboczenie gi tno-skr tne Krzywa,T=c alfa,t=0.49 Krzywa,TF=c alfa,tf=0.49 Lt=2.86 m fi,t=0.63 Ncr,y=23939.66 kn fi,tf=0.66 Ncr,T=30686.09 kn X,T=0.90 Ncr,TF=23883.31 kn X,TF=0.87 Lam_T=0.31 Nb,T,Rd=4317.11 kn Lam_TF=0.45 Nb,TF,Rd=4181.65 kn My,Ed/My,c,Rd = 0.56 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + (My,Ed+dMy,Ed)/My,c,Rd = 0.71 < 1.00 (6.2.9.3.(2)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 0.65 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.02 < 1.00 (6.2.6.(1)) Lambda,y = 27.84 < Lambda,max = 210.00 Lambda,z = 40.05 < Lambda,max = 210.00 STABILNY N,Ed/Min(Nb,Rd,Nb,T,Rd,Nb,TF,Rd) = 0.17 < 1.00 (6.3.1) N,Ed/(Xy*N,Rk/gM1) + kyy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.59 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.60 < 1.00 (6.3.3.(4))
PR T: 12 Pr t_12 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 2.25 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: rygielwzmoc h=109.8 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=155.200 cm2 Az=115.500 cm2 Ax=270.700 cm2 tw=1.1 cm Iy=540872.624 cm4 Iz=13682.580 cm4 Ix=358.793 cm4 tf=2.0 cm Wely=8780.763 cm3 Welz=804.858 cm3 N,Ed = 229.06 kn My,Ed = -818.87 kn*m Nc,Rd = 7985.65 kn My,el,Rd = 2590.33 kn*m Nb,Rd = 7241.29 kn My,c,Rd = 2590.33 kn*m Vz,Ed = -416.69 kn Vz,c,Rd = 1967.18 kn KLASA PRZEKROJU = 3 Ly = 2.25 m Lam_y = 0.06 Lz = 2.25 m Lam_z = 0.38 Lcr,y = 2.25 m Xy = 1.00 Lcr,z = 2.25 m Xz = 0.91 Lamy = 5.03 kyy = 1.00 Lamz = 31.64 My,Ed/My,c,Rd = 0.32 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.29 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 0.39 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.21 < 1.00 (6.2.6.(1)) Lambda,y = 5.03 < Lambda,max = 210.00 Lambda,z = 31.64 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.29 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.28 < 1.00 (6.3.3.(4))
PR T: 13 rygiel-1_13 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 9.70 m Decyduj cy przypadek obci enia: 302 SSS2 (102+201+206)*1.00 PARAMETRY PRZEKROJU: wzmoc rygiel h=80.0 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=120.000 cm2 Az=60.800 cm2 Ax=180.800 cm2 tw=0.8 cm Iy=211825.059 cm4 Iz=9003.242 cm4 Ix=166.162 cm4 tf=2.0 cm Wely=5295.626 cm3 Welz=600.216 cm3 Weffy=5295.626 cm3 Aeff=149.834 cm2 N,Ed = 747.09 kn My,Ed = -1289.16 kn*m Nc,Rd = 4420.11 kn My,el,Rd = 1562.21 kn*m Nb,Rd = 3871.19 kn My,c,Rd = 1562.21 kn*m Vz,Ed = -408.25 kn Vz,c,Rd = 1035.54 kn dmy,ed = -0.00 kn*m KLASA PRZEKROJU = 4 Ly = 9.70 m Lam_y = 0.31 Lz = 2.86 m Lam_z = 0.44 Lcr,y = 9.70 m Xy = 0.96 Lcr,z = 2.86 m Xz = 0.88 Lamy = 28.13 kzy = 0.71 Lamz = 40.05 wyboczenie skr tne: wyboczenie gi tno-skr tne Krzywa,T=c alfa,t=0.49 Krzywa,TF=c alfa,tf=0.49 Lt=2.86 m fi,t=0.62 Ncr,y=23939.66 kn fi,tf=0.65 Ncr,T=30686.01 kn X,T=0.91 Ncr,TF=23883.32 kn X,TF=0.88 Lam_T=0.31 Nb,T,Rd=4013.87 kn Lam_TF=0.43 Nb,TF,Rd=3895.13 kn My,Ed/My,c,Rd = 0.83 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + (My,Ed+dMy,Ed)/My,c,Rd = 0.99 < 1.00 (6.2.9.3.(2)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 1.00 > 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.39 < 1.00 (6.2.6.(1)) Lambda,y = 28.13 < Lambda,max = 210.00 Lambda,z = 40.05 < Lambda,max = 210.00 STABILNY N,Ed/Min(Nb,Rd,Nb,T,Rd,Nb,TF,Rd) = 0.19 < 1.00 (6.3.1) N,Ed/(Xy*N,Rk/gM1) + kyy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.76 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.78 < 1.00 (6.3.3.(4)) Profil niepoprawny!!!
PR T: 14 Pr t_14 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 2.37 m Decyduj cy przypadek obci enia: 310 SSS10 (102+203+206)*1.00 PARAMETRY PRZEKROJU: rygielwzmoc h=109.8 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=155.200 cm2 Az=115.500 cm2 Ax=270.700 cm2 tw=1.1 cm Iy=540872.624 cm4 Iz=13682.580 cm4 Ix=358.793 cm4 tf=2.0 cm Wely=8780.763 cm3 Welz=804.858 cm3 N,Ed = 188.35 kn My,Ed = -2159.90 kn*m Nc,Rd = 7985.65 kn My,el,Rd = 2590.33 kn*m Nb,Rd = 7153.19 kn My,c,Rd = 2590.33 kn*m Vz,Ed = -547.81 kn Vz,c,Rd = 1967.18 kn KLASA PRZEKROJU = 3 Ly = 2.37 m Lam_y = 0.06 Lz = 2.37 m Lam_z = 0.40 Lcr,y = 2.37 m Xy = 1.00 Lcr,z = 2.37 m Xz = 0.90 Lamy = 5.31 kyy = 1.00 Lamz = 33.37 My,Ed/My,c,Rd = 0.83 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.81 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 0.87 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.28 < 1.00 (6.2.6.(1)) Lambda,y = 5.31 < Lambda,max = 210.00 Lambda,z = 33.37 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.81 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.81 < 1.00 (6.3.3.(4))
PR T: 15 rygiel-1_15 PUNKT: 1 WSPÓŁRZ DNA: x = 0.29 L = 2.76 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: wzmoc rygiel h=80.4 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=132.817 cm2 Az=60.800 cm2 Ax=193.617 cm2 tw=0.8 cm Iy=231179.642 cm4 Iz=9964.499 cm4 Ix=225.230 cm4 tf=2.0 cm Wely=5418.865 cm3 Welz=664.300 cm3 Weffy=5418.865 cm3 Aeff=162.651 cm2 N,Ed = 810.65 kn My,Ed = 989.89 kn*m Nc,Rd = 4798.20 kn My,el,Rd = 1598.57 kn*m Nb,Rd = 4194.54 kn My,c,Rd = 1598.57 kn*m Vz,Ed = 46.48 kn Vz,c,Rd = 1035.54 kn dmy,ed = 4.11 kn*m KLASA PRZEKROJU = 4 Ly = 9.60 m Lam_y = 0.31 Lz = 2.86 m Lam_z = 0.44 Lcr,y = 9.60 m Xy = 0.96 Lcr,z = 2.86 m Xz = 0.87 Lamy = 27.84 kzy = 0.81 Lamz = 40.05 wyboczenie skr tne: wyboczenie gi tno-skr tne Krzywa,T=c alfa,t=0.49 Krzywa,TF=c alfa,tf=0.49 Lt=2.86 m fi,t=0.63 Ncr,y=23939.66 kn fi,tf=0.66 Ncr,T=30686.09 kn X,T=0.90 Ncr,TF=23883.31 kn X,TF=0.87 Lam_T=0.31 Nb,T,Rd=4317.11 kn Lam_TF=0.45 Nb,TF,Rd=4181.65 kn My,Ed/My,c,Rd = 0.62 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + (My,Ed+dMy,Ed)/My,c,Rd = 0.79 < 1.00 (6.2.9.3.(2)) sqrt(sig,x,ed^2 + 3*Tau,y,Ed^2)/(fy/gM0) = 0.76 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.04 < 1.00 (6.2.6.(1)) Lambda,y = 27.84 < Lambda,max = 210.00 Lambda,z = 40.05 < Lambda,max = 210.00 STABILNY N,Ed/Min(Nb,Rd,Nb,T,Rd,Nb,TF,Rd) = 0.19 < 1.00 (6.3.1) N,Ed/(Xy*N,Rk/gM1) + kyy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.68 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.70 < 1.00 (6.3.3.(4))
PR T: 16 rygiel-1_16 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 9.70 m Decyduj cy przypadek obci enia: 312 SSS12 (102+203+208)*1.00 PARAMETRY PRZEKROJU: wzmoc rygiel h=80.6 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=138.000 cm2 Az=60.800 cm2 Ax=198.800 cm2 tw=0.8 cm Iy=238412.316 cm4 Iz=10353.242 cm4 Ix=255.683 cm4 tf=2.0 cm Wely=5462.047 cm3 Welz=690.216 cm3 Weffy=5462.047 cm3 Aeff=167.834 cm2 N,Ed = 841.85 kn My,Ed = -1318.82 kn*m Nc,Rd = 5864.60 kn My,el,Rd = 1611.30 kn*m Nb,Rd = 4325.27 kn My,c,Rd = 1611.30 kn*m Vz,Ed = -414.50 kn Vz,c,Rd = 1035.54 kn dmy,ed = 5.67 kn*m KLASA PRZEKROJU = 3 Ly = 9.70 m Lam_y = 0.31 Lz = 2.86 m Lam_z = 0.44 Lcr,y = 9.70 m Xy = 0.96 Lcr,z = 2.86 m Xz = 0.87 Lamy = 28.13 kzy = 0.70 Lamz = 40.05 wyboczenie skr tne: wyboczenie gi tno-skr tne Krzywa,T=c alfa,t=0.49 Krzywa,TF=c alfa,tf=0.49 Lt=2.86 m fi,t=0.63 Ncr,y=23939.66 kn fi,tf=0.67 Ncr,T=30686.56 kn X,T=0.90 Ncr,TF=23883.25 kn X,TF=0.87 Lam_T=0.31 Nb,T,Rd=4438.34 kn Lam_TF=0.46 Nb,TF,Rd=4295.84 kn My,Ed/My,c,Rd = 0.82 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.84 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 0.89 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.40 < 1.00 (6.2.6.(1)) Lambda,y = 28.13 < Lambda,max = 210.00 Lambda,z = 40.05 < Lambda,max = 210.00 STABILNY N,Ed/Min(Nb,Rd,Nb,T,Rd,Nb,TF,Rd) = 0.20 < 1.00 (6.3.1) N,Ed/(Xy*N,Rk/gM1) + kyy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.73 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*(my,ed+dmy,ed)/(xlt*my,rk/gm1) = 0.74 < 1.00 (6.3.3.(4)) Zgodnie z punktem 5.5.2.(9) przekrój pr ta zostały zaklasyfikowany jako przekrój klasy 3 mimo, e zgodnie z
tablic 5.2 spełnia warunki klasy 4. Kontrola stateczno ci została przeprowadzona zgodnie z 5.5.2.(10) jak dla pr tów klasy 4.
PR T: 17 Pr t_17 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 2.25 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: rygielwzmoc h=109.8 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=155.200 cm2 Az=115.500 cm2 Ax=270.700 cm2 tw=1.1 cm Iy=540872.624 cm4 Iz=13682.580 cm4 Ix=358.793 cm4 tf=2.0 cm Wely=8780.763 cm3 Welz=804.858 cm3 N,Ed = 228.84 kn My,Ed = -851.52 kn*m Nc,Rd = 7985.65 kn My,el,Rd = 2590.33 kn*m Nb,Rd = 7241.29 kn My,c,Rd = 2590.33 kn*m Vz,Ed = -530.09 kn Vz,c,Rd = 1967.18 kn KLASA PRZEKROJU = 3 Ly = 2.25 m Lam_y = 0.06 Lz = 2.25 m Lam_z = 0.38 Lcr,y = 2.25 m Xy = 1.00 Lcr,z = 2.25 m Xz = 0.91 Lamy = 5.03 kyy = 1.00 Lamz = 31.64 My,Ed/My,c,Rd = 0.33 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.30 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 0.44 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.27 < 1.00 (6.2.6.(1)) Lambda,y = 5.03 < Lambda,max = 210.00 Lambda,z = 31.64 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.30 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.30 < 1.00 (6.3.3.(4))
PR T: 18 Pr t_18 PUNKT: 3 WSPÓŁRZ DNA: x = 1.00 L = 2.37 m Decyduj cy przypadek obci enia: 310 SSS10 (102+203+206)*1.00 PARAMETRY PRZEKROJU: rygielwzmoc h=109.8 cm gm0=1.00 gm1=1.00 b=30.0 cm Ay=155.200 cm2 Az=115.500 cm2 Ax=270.700 cm2 tw=1.1 cm Iy=540872.624 cm4 Iz=13682.580 cm4 Ix=358.793 cm4 tf=2.0 cm Wely=8780.763 cm3 Welz=804.858 cm3 N,Ed = 167.51 kn My,Ed = -2171.96 kn*m Nc,Rd = 7985.65 kn My,el,Rd = 2590.33 kn*m Nb,Rd = 7153.19 kn My,c,Rd = 2590.33 kn*m Vz,Ed = -566.19 kn Vz,c,Rd = 1967.18 kn KLASA PRZEKROJU = 3 Ly = 2.37 m Lam_y = 0.06 Lz = 2.37 m Lam_z = 0.40 Lcr,y = 2.37 m Xy = 1.00 Lcr,z = 2.37 m Xz = 0.90 Lamy = 5.31 kyy = 1.00 Lamz = 33.37 My,Ed/My,c,Rd = 0.84 < 1.00 (6.2.5.(1)) N,Ed/Nc,Rd + My,Ed/My,c,Rd = 0.82 < 1.00 (6.2.9.3.(1)) sqrt(sig,x,ed*^2 + 3*Tau,z,Ed^2)/(fy/gM0) = 0.87 < 1.00 (6.2.1.(5)) Vz,Ed/Vz,c,Rd = 0.29 < 1.00 (6.2.6.(1)) Lambda,y = 5.31 < Lambda,max = 210.00 Lambda,z = 33.37 < Lambda,max = 210.00 STABILNY N,Ed/(Xy*N,Rk/gM1) + kyy*my,ed/(xlt*my,rk/gm1) = 0.82 < 1.00 (6.3.3.(4)) N,Ed/(Xz*N,Rk/gM1) + kzy*my,ed/(xlt*my,rk/gm1) = 0.81 < 1.00 (6.3.3.(4))
PR T: 19 Pr t_19 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: IN 220 h=22.0 cm gm0=1.00 gm1=1.00 b=9.8 cm Ay=25.069 cm2 Az=18.653 cm2 Ax=39.600 cm2 tw=0.8 cm Iy=3060.000 cm4 Iz=162.000 cm4 Ix=20.100 cm4 tf=1.2 cm Wply=331.327 cm3 Wplz=62.123 cm3 N,Ed = -586.72 kn My,Ed = 0.59 kn*m Nt,Rd = 1168.20 kn My,pl,Rd = 97.74 kn*m My,c,Rd = 97.74 kn*m Vz,Ed = 2.69 kn My,N,Rd = 60.67 kn*m Vz,c,Rd = 317.69 kn KLASA PRZEKROJU = 1 N,Ed/Nt,Rd = 0.50 < 1.00 (6.2.3.(1)) My,Ed/My,c,Rd = 0.01 < 1.00 (6.2.5.(1)) My,Ed/My,N,Rd = 0.01 < 1.00 (6.2.9.1.(2)) Vz,Ed/Vz,c,Rd = 0.01 < 1.00 (6.2.6.(1))
PR T: 20 Pr t_20 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 306 SSS6 (102+202+206)*1.00 PARAMETRY PRZEKROJU: IN 220 h=22.0 cm gm0=1.00 gm1=1.00 b=9.8 cm Ay=25.069 cm2 Az=18.653 cm2 Ax=39.600 cm2 tw=0.8 cm Iy=3060.000 cm4 Iz=162.000 cm4 Ix=20.100 cm4 tf=1.2 cm Wply=331.327 cm3 Wplz=62.123 cm3 N,Ed = -586.72 kn My,Ed = 10.92 kn*m Nt,Rd = 1168.20 kn My,pl,Rd = 97.74 kn*m My,c,Rd = 97.74 kn*m Vz,Ed = -1.15 kn My,N,Rd = 60.67 kn*m Vz,c,Rd = 317.69 kn KLASA PRZEKROJU = 1 N,Ed/Nt,Rd = 0.50 < 1.00 (6.2.3.(1)) My,Ed/My,c,Rd = 0.11 < 1.00 (6.2.5.(1)) My,Ed/My,N,Rd = 0.18 < 1.00 (6.2.9.1.(2)) Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))
PR T: 21 Pr t_21 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: IN 220 h=22.0 cm gm0=1.00 gm1=1.00 b=9.8 cm Ay=25.069 cm2 Az=18.653 cm2 Ax=39.600 cm2 tw=0.8 cm Iy=3060.000 cm4 Iz=162.000 cm4 Ix=20.100 cm4 tf=1.2 cm Wply=331.327 cm3 Wplz=62.123 cm3 N,Ed = -699.89 kn My,Ed = 2.46 kn*m Nt,Rd = 1168.20 kn My,pl,Rd = 97.74 kn*m My,c,Rd = 97.74 kn*m Vz,Ed = 2.63 kn My,N,Rd = 48.86 kn*m Vz,c,Rd = 317.69 kn KLASA PRZEKROJU = 1 N,Ed/Nt,Rd = 0.60 < 1.00 (6.2.3.(1)) My,Ed/My,c,Rd = 0.03 < 1.00 (6.2.5.(1)) My,Ed/My,N,Rd = 0.05 < 1.00 (6.2.9.1.(2)) Vz,Ed/Vz,c,Rd = 0.01 < 1.00 (6.2.6.(1))
PR T: 22 Pr t_22 PUNKT: 1 WSPÓŁRZ DNA: x = 0.00 L = 0.00 m Decyduj cy przypadek obci enia: 311 SSS11 (102+203+207)*1.00 PARAMETRY PRZEKROJU: IN 220 h=22.0 cm gm0=1.00 gm1=1.00 b=9.8 cm Ay=25.069 cm2 Az=18.653 cm2 Ax=39.600 cm2 tw=0.8 cm Iy=3060.000 cm4 Iz=162.000 cm4 Ix=20.100 cm4 tf=1.2 cm Wply=331.327 cm3 Wplz=62.123 cm3 N,Ed = -699.89 kn My,Ed = 12.25 kn*m Nt,Rd = 1168.20 kn My,pl,Rd = 97.74 kn*m My,c,Rd = 97.74 kn*m Vz,Ed = -1.32 kn My,N,Rd = 48.86 kn*m Vz,c,Rd = 317.69 kn KLASA PRZEKROJU = 1 N,Ed/Nt,Rd = 0.60 < 1.00 (6.2.3.(1)) My,Ed/My,c,Rd = 0.13 < 1.00 (6.2.5.(1)) My,Ed/My,N,Rd = 0.25 < 1.00 (6.2.9.1.(2)) Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1))