Design of Steel Structure The sway bracing is designed to transfer 2Vi % 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 25% of the top panel wind load to bottom bracing 2Vi % 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 25% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/4 2d/3 d/3 d/2 d/4 2d/3 d/3 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is turned and fitted bolt black bolt high strength bolt ordinary unfinished bolt turned and fitted bolt black bolt high strength bolt ordinary unfinished bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° 90° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing and bending bearing and shear bending and shear bearing, shear and bending bearing and bending bearing and shear bending and shear bearing, shear and bending 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) decrease in h/t ratio increase in h/t ratio decrease in thickness increase in height decrease in h/t ratio increase in h/t ratio decrease in thickness increase in height ANSWER DOWNLOAD EXAMIANS APP