Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because 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 it is difficult to connect beams to the round sections it is uneconomical All 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 20 mm 27 mm 24 mm 16 mm 20 mm 27 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Two times the weld size Four times the weld size Six times the weld size Weld size Two times the weld size Four times the weld size Six times the weld size Weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 10% 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 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 161 mm 163 mm 160 mm 162 mm 161 mm 163 mm 160 mm 162 mm ANSWER DOWNLOAD EXAMIANS APP
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