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angles applied assumed axial force axial load bending moments bracing Building Code calculated Canadian Institute Canadian Standards Association capacity Chapter checked CISC handbook Class 2 section Clause column compression flange computed concrete connection corresponding curve dead load deflection deformation distribution elastic elements Example factored compressive resistance factored loads factored moment resistance fasteners fillet weld flexural frame girts given by Equation groove welds hollow structural sections incl increased Institute of Steel joists kN.m kN/m lateral buckling Limit States Design live load loading condition material maximum neutral axis nomograph occur Ontario performance factor plastic plate girders residual stresses result roof rotation shape shown in Figure slab slenderness ratio span specified loads stability interaction equation steel beam Steel Construction steel section Steel Structures structural steel sway effects tensile strength tension member thickness truss ultimate strength unbraced vertical weld yield point yield stress