Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against yielding shear buckling of web plate compression buckling of web plate All of these yielding shear buckling of web plate compression buckling of web plate All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) decrease in thickness increase in height increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height increase in h/t ratio decrease in h/t ratio ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 60% 50% 40% 30% 60% 50% 40% 30% 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 125 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by plate thickness penetration thickness effective throat thickness size of weld plate thickness penetration thickness effective throat thickness size of weld ANSWER DOWNLOAD EXAMIANS APP
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