Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 1250 mm 650 mm 810 mm 1680 mm 1250 mm 650 mm 810 mm 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 1.5 mm 2.0 mm 2.5 mm 1.0 mm 1.5 mm 2.0 mm 2.5 mm 1.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is not prohibited prohibited permitted at start and end of lacing system only permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only permitted between two parts of the lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 2.0 d 2.5 d 3.0 d 1.5 d 2.0 d 2.5 d 3.0 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 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 increase in h/t ratio decrease in thickness decrease in h/t ratio increase in height increase in h/t ratio decrease in thickness decrease in h/t ratio ANSWER DOWNLOAD EXAMIANS APP