Design of Steel Structure The external wind pressure acting on a roof depends on degree of permeability of roof slope of roof None of these both (a) and (b) degree of permeability of roof slope of roof None of these both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) increase in height decrease in thickness increase in h/t ratio decrease in h/t ratio increase in height decrease in thickness increase in h/t ratio decrease in h/t ratio 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 150 180 250 350 150 180 250 350 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.0 mm 1.5 mm 2.5 mm 2.0 mm 1.0 mm 1.5 mm 2.5 mm 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 0 ± 0.7 ±0.5 ± 0.2 0 ± 0.7 ±0.5 ANSWER DOWNLOAD EXAMIANS APP
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