Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 164 162 161 163 164 162 161 163 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 ±0.5 ± 0.7 0 ± 0.2 ±0.5 ± 0.7 0 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) 200 t 50 t 250 t 85 t 200 t 50 t 250 t 85 t 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 increase in height decrease in thickness decrease in h/t ratio increase in h/t ratio increase in height decrease in thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is (ii) and (iii) only (iii) only (i) (i) and (ii) (ii) and (iii) only (iii) only (i) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
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