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) 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 1.5 d 3.0 d 2.5 d 2.0 d 1.5 d 3.0 d 2.5 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 4t 6t 3t 8t 4t 6t 3t 8t ANSWER DOWNLOAD EXAMIANS APP
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 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 25 % reduced by 33.3% increased by 25 % increased by 33.3 % reduced by 25 % reduced by 33.3% increased by 25 % increased by 33.3 % ANSWER DOWNLOAD EXAMIANS APP
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