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On profile edge (stabilizing effect) <br />At center point <br />At shear point <br />On profile edge (destabilizing effect) <br />Vertical position <br />Position of Positive Transverse Load Application <br />Settings for Stability Design <br />Use alternative Eq. G5-2 <br />Web crippling <br />Use alternative Eq. F2.1.3-2 <br />Use alternative Eq. F2.1.1-6 <br />Use inelastic reserve capacity <br />Members in flexure <br />Use factor acc. to A1.2(c) <br />Members falling outside the applicability limits <br />AISI S100 <br />AISC 360 <br />Design of cold-formed HSS acc. to standard <br />Cold-Formed Steel Members <br />Use effective slenderness ratio acc. to E5 <br />No.Description Symbol Value Unit <br />Config. <br />1 Default All <br />No.Name Members <br />Config.Assigned to <br />Cantilever | Relative limit Lc /180 -- <br />Beam | Relative limit L /360 -- <br />Definition type Relative <br />Deformation in y-axis <br />Cantilever | Relative limit Lc /180 -- <br />Beam | Relative limit L /360 -- <br />Definition type Relative <br />Deformation in z-axis or in resulting axis <br />Serviceability Limits (Deflections) <br />1 Default <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.