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Steel Design Member 2-6 x: 0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />Steel Design Member 2 x: 0.000000 DS1 CO13 0.007 EE2000.00 Chapter E | Compression acc. to E3 <br />Steel Design Member 6 x: 11.330000 DS1 CO31 0.009 DD1100.00 Chapter D | Tension acc. to D2 <br />axis and/or z-axis acc. to G5 <br />Steel Design Member 6 x: 0.000000 DS1 CO31 0.062 GG6300.00 Chapter G | Nominal shear strength in y- <br />Steel Design Member 5 x: 5.554167 DS2 CO47 0.414 LL9110.00 Chapter L | Deflections in z-direction <br />Steel Design Member 2 x: 7.665000 DS2 CO54 0.531 LL9120.00 Chapter L | Deflections in y-direction <br />acc. to H1.2 <br />Steel Design Member 6 x: 0.000000 DS1 CO31 0.644 HH7120.00 Chapter H | Flexure with tensile force <br />axis and/or z-axis acc. to F8 <br />Steel Design Member 2 x: 0.000000 DS1 CO11 0.728 FF3500.00 Chapter F | Yielding | Bending about y- <br />Steel Design Member 2 x: 0.000000 DS1 CO11 0.748 FF5500.00 Chapter F | Local buckling acc. to F8 <br />force acc. to H1.1 <br />Steel Design Member 2 x: 0.000000 DS1 CO11 0.752 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