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) 8t 6t 4t 3t 8t 6t 4t 3t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISLB ISMB ISWB ISHB ISLB ISMB ISWB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always less than factor of safety always greater than factor of safety always equal to factor of safety sometimes greater than factor of safety always less than factor of safety always greater than factor of safety always equal to factor of safety sometimes greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 6 mm 8 mm 7 mm 9 mm 6 mm 8 mm 7 mm 9 mm ANSWER DOWNLOAD EXAMIANS APP
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