Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 30° to 40° 10° to 30° 40° to 70° 90° 30° to 40° 10° to 30° 40° to 70° 90° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.1 L 1.8 L 1.3 L 1.5 L 1.1 L 1.8 L 1.3 L 1.5 L 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) 250 t 85 t 50 t 200 t 250 t 85 t 50 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry axial tension shear shear and bending bending axial tension shear shear and bending bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 12 t lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 200 mm and 12 t lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 161 ANSWER DOWNLOAD EXAMIANS APP
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