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 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) equal to d less than d more than d Any of these equal to d less than d more than d Any of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 16 mm 27 mm 24 mm 20 mm 16 mm 27 mm 24 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth all rectangular beams ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 6t 101 161 121 6t 101 161 121 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 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 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 ANSWER DOWNLOAD EXAMIANS APP
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