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° 30° to 40° 90° 40° to 70° 10° to 30° 30° to 40° 90° 40° to 70° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener 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 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 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 thickness increase in height increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height increase in h/t ratio decrease in h/t ratio ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral and longitudinal loads lateral loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral and longitudinal loads lateral loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS