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Steel Design Member 1-4 x: 0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />Steel Design Member 1-4 x: 0.000000 DS1 CO1 0.000 FF5500.00 Chapter F | Local buckling acc. to F8 <br />Steel Design Member 2 x: 0.000000 DS1 CO7 0.006 EE2000.00 Chapter E | Compression acc. to E3 <br />Steel Design Member 4 x: 12.330000 DS1 CO31 0.006 DD1100.00 Chapter D | Tension acc. to D2 <br />axis and/or z-axis acc. to G5 <br />Steel Design Member 3 x: 0.000000 DS1 CO31 0.035 GG6300.00 Chapter G | Nominal shear strength in y- <br />Steel Design Member 3 x: 4.932000 DS2 CO54 0.367 LL9120.00 Chapter L | Deflections in y-direction <br />acc. to H1.2 <br />Steel Design Member 3 x: 0.000000 DS1 CO31 0.470 HH7120.00 Chapter H | Flexure with tensile force <br />Steel Design Member 1 x: 7.855714 DS2 CO36 0.508 LL9110.00 Chapter L | Deflections in z-direction <br />axis and/or z-axis acc. to F8 <br />Steel Design Member 1 x: 0.000000 DS1 CO10 0.551 FF3500.00 Chapter F | Yielding | Bending about y- <br />force acc. to H1.1 <br />Steel Design Member 1 x: 0.000000 DS1 CO10 0.554 HH7110.00 Chapter H | Flexure with compression <br />Addon Type No.Location [ft]Situation No.Ratio η [--]Type Description <br />Objects Design Loading Design Check