Limit State Design of Steel Structures |
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1RWH 20 mm diameter angle section assumed axial compressive axial load axis base plate beam bending moment bolts of grade bracing checked column flange compression flange compression members connection cover plates cross section dead load deflection design compressive stress design strength diameter bolts effective length elastic factored load Fe 410 grade fillet weld flange flexural gantry girder grade Fe 410 gusset plate Hence I-section ISHB ISMB joint lacing Let us provide limit limit state design live load maximum minimum moment of inertia number of bolts panel partial safety factor plastic hinges plate girder purlins radius of gyration residual stresses resistance roof truss rotation shear force shear strength shear stress shown in Fig slenderness ratio span steel of grade Strength of bolt structure subjected tensile stress tension field tension member thickness torsional truss vertical width yield stress