Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 180 190 150 200 180 190 150 200 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.7 ± 0.2 0 ±0.5 ± 0.7 ± 0.2 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % 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 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing prohibited permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing prohibited ANSWER DOWNLOAD EXAMIANS APP
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