Design of Steel Structure The effective length of a battened column is increased by 20% 10% 15% 5% 20% 10% 15% 5% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis 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
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 ± 0.2 ±0.5 0 ± 0.7 ± 0.2 ±0.5 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is both (i) and (ii) all (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) all (i), (ii) and (iii) only (i) both (i) and (iii) 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) 50 t 250 t 200 t 85 t 50 t 250 t 200 t 85 t ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS