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4.932000 DS2 CO54 0.339 LL9120.00 Chapter L | Deflections in y-direction <br />4.932000 DS2 CO54 0.246 LL9110.00 Chapter L | Deflections in z-direction <br />0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />0.000000 DS1 CO31 0.453 HH7120.00 Chapter H | Flexure with tensile force acc. to H1.2 <br />0.000000 DS1 CO10 0.363 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />0.000000 DS1 CO31 0.034 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO1 0.000 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO31 0.451 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />0.000000 DS1 CO1 0.001 EE2000.00 Chapter E | Compression acc. to E3 <br />4 12.330000 DS1 CO31 0.006 DD1100.00 Chapter D | Tension acc. to D2 <br />Beam | 15 - Round HSS 10.75x0.375 | L : 12.330000 ft <br />4.932000 DS2 CO54 0.367 LL9120.00 Chapter L | Deflections in y-direction <br />4.932000 DS2 CO54 0.232 LL9110.00 Chapter L | Deflections in z-direction <br />0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />0.000000 DS1 CO31 0.470 HH7120.00 Chapter H | Flexure with tensile force acc. to H1.2 <br />0.000000 DS1 CO7 0.386 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />0.000000 DS1 CO31 0.035 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO1 0.000 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO31 0.468 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />0.000000 DS1 CO1 0.001 EE2000.00 Chapter E | Compression acc. to E3 <br />3 12.330000 DS1 CO31 0.006 DD1100.00 Chapter D | Tension acc. to D2 <br />Beam | 15 - Round HSS 10.75x0.375 | L : 12.330000 ft <br />7.855714 DS2 CO36 0.310 LL9120.00 Chapter L | Deflections in y-direction <br />7.855714 DS2 CO36 0.507 LL9110.00 Chapter L | Deflections in z-direction <br />0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />0.000000 DS1 CO7 0.535 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />17.566250 DS1 CO7 0.032 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO1 0.000 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO7 0.532 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />2 0.000000 DS1 CO7 0.006 EE2000.00 Chapter E | Compression acc. to E3 <br />Beam | 13 - Round HSS 12.75x0.375 | L : 18.330000 ft <br />7.855714 DS2 CO36 0.346 LL9120.00 Chapter L | Deflections in y-direction <br />7.855714 DS2 CO36 0.508 LL9110.00 Chapter L | Deflections in z-direction <br />0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />0.000000 DS1 CO10 0.554 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />17.566250 DS1 CO10 0.033 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO1 0.000 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO10 0.551 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />1 0.000000 DS1 CO10 0.006 EE2000.00 Chapter E | Compression acc. to E3 <br />Beam | 13 - Round HSS 12.75x0.375 | L : 18.330000 ft <br />No.x [ft]Point No.Situation No.Ratio η [--]Type Description <br />Member Location Stress Design Loading Design Check