Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is zero infinity 100 10 zero infinity 100 10 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 200 t 85 t 250 t 50 t 200 t 85 t 250 t 50 t 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 50% of the top panel wind load to bottom bracing 25% 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 50% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 1.0 2.01 2.34 2.33 1.0 2.01 2.34 2.33 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? crushing failure of the rivet tension failure of the plate shear failure of the rivet shear failure of the plate crushing failure of the rivet tension failure of the plate shear failure of the rivet shear failure of the plate 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 pa V paV”2 p a (1/V) paV2 pa V paV”2 p a (1/V) ANSWER DOWNLOAD EXAMIANS APP
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