Design of Steel Structure Area of openings for buildings of large permeability is more than 30% of wall area 10% of wall area 20% of wall area 50% of wall area 30% of wall area 10% of wall area 20% of wall area 50% of wall area 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 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 0 ± 0.7 ± 0.2 ±0.5 0 ± 0.7 ± 0.2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is zero 100 10 infinity zero 100 10 infinity ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on None of these both (a) and (b) slope of roof degree of permeability of roof None of these both (a) and (b) slope of roof degree of permeability of roof ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 1.5 d 2.5 d 2.0 d 3.0 d 1.5 d 2.5 d 2.0 d 3.0 d ANSWER DOWNLOAD EXAMIANS APP
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