Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 250 180 350 150 250 180 350 150 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by size of weld effective throat thickness plate thickness penetration thickness size of weld effective throat thickness plate thickness penetration thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings Fully through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings 50% by direct bearing and 50% through fastenings Fully through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 40° to 70° 30° to 40° 10° to 30° 90° 40° to 70° 30° to 40° 10° to 30° 90° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called bottom lateral bracing portal bracing sway bracing top lateral bracing bottom lateral bracing portal bracing sway bracing top lateral bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
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