Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 25 % increased by 33.3 % reduced by 25 % reduced by 33.3% increased by 25 % increased by 33.3 % reduced by 25 % reduced by 33.3% 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 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm 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 Horizontal shear only C. Both (A) and (B) Vertical load only None of these Horizontal shear only C. Both (A) and (B) Vertical load only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually None of these equal less more None of these equal less more ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate yielding All of these compression buckling of web plate shear buckling of web plate yielding All of these compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates lacing battening perforated cover plates tie plates lacing battening perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS