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Cantilever | Relative limit Lc /180 -- <br />Beam | Relative limit L /360 -- <br />Definition type Relative <br />No.Description Symbol Value Unit <br />Config. <br />1 <br />No.Name Members <br />Config.Assigned to <br />Depth of column dc 0.000 in <br />Distance from face of column to plastic hinge Sh 0.000000 ft <br />Beam <br />Include overstrength seismic load <br />Seismic member type Beam <br />Seismic force-resisting system OMF | Ordinary moment frames <br />General <br />1 <br />No.Description Symbol Value Unit <br />Config. <br />5 13.330000 DS1 CO31 0.003 DD1100.00 Chapter D | Tension acc. to D2 <br />Beam | 39 - Round HSS 12.75x0.375 | L : 13.330000 ft <br />9.247500 DS2 CO54 0.344 LL9120.00 Chapter L | Deflections in y-direction <br />9.247500 DS2 CO47 0.251 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 0.469 HH7120.00 Chapter H | Flexure with tensile force acc. to H1.2 <br />0.000000 DS1 CO7 0.439 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />0.000000 DS1 CO31 0.043 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO31 0.467 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO31 0.454 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />0.000000 DS1 CO7 0.005 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 | 19 - Round HSS 16x0.375 | L : 20.330000 ft <br />7.732000 DS2 CO36 0.450 LL9120.00 Chapter L | Deflections in y-direction <br />7.732000 DS2 CO36 0.353 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 CO11 0.610 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />18.524583 DS1 CO11 0.043 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO11 0.606 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO11 0.589 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />3 0.000000 DS1 CO11 0.007 EE2000.00 Chapter E | Compression acc. to E3 <br />Beam | 19 - Round HSS 16x0.375 | L : 19.330000 ft <br />7.665000 DS2 CO54 0.531 LL9120.00 Chapter L | Deflections in y-direction <br />7.665000 DS2 CO36 0.402 LL9110.00 Chapter L | Deflections in z-direction <br />0.000000 DS2 CO34 0.000 LL9100.00 Chapter L | Negligible deflections <br />15.302917 DS1 CO31 0.124 HH7120.00 Chapter H | Flexure with tensile force acc. to H1.2 <br />0.000000 DS1 CO11 0.752 HH7110.00 Chapter H | Flexure with compression force acc. to H1.1 <br />0.805417 DS1 CO11 0.056 GG6300.00 Chapter G | Nominal shear strength in y-axis and/or z-axis acc. to G5 <br />0.000000 DS1 CO11 0.748 FF5500.00 Chapter F | Local buckling acc. to F8 <br />0.000000 DS1 CO11 0.728 FF3500.00 Chapter F | Yielding | Bending about y-axis and/or z-axis acc. to F8 <br />0.000000 DS1 CO13 0.007 EE2000.00 Chapter E | Compression acc. to E3 <br />2 15.330000 DS1 CO32 0.001 DD1100.00 Chapter D | Tension acc. to D2 <br />Beam | 19 - Round HSS 16x0.375 | L : 19.330000 ft <br />No.x [ft]Point No.Situation No.Ratio η [--]Type Description <br />Member Location Stress Design Loading Design Check