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 The relation between intensity of wind pressure p and velocity of wind V is taken as paV2 paV”2 p a (1/V) pa V paV2 paV”2 p a (1/V) pa V 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) 6t 3t 4t 8t 6t 3t 4t 8t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? equal angles back to back unequal legged angles with short legs back to back unqual legged angles with long legs back to back both (b) or (c) equal angles back to back unequal legged angles with short legs back to back unqual legged angles with long legs back to back both (b) or (c) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) 2d/3 d/4 d/3 d/2 2d/3 d/4 d/3 d/2 ANSWER DOWNLOAD EXAMIANS APP
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