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) 50 t 200 t 250 t 85 t 50 t 200 t 250 t 85 t 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 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 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) decrease in h/t ratio 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is ordinary unfinished bolt black bolt turned and fitted bolt high strength bolt ordinary unfinished bolt black bolt turned and fitted bolt high strength bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? lap joint butt joint with single cover plate None of these butt joint with double cover plates lap joint butt joint with single cover plate None of these butt joint with double cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 0.8 L 1.5 L 0.67 L L 0.8 L 1.5 L 0.67 L L ANSWER DOWNLOAD EXAMIANS APP
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