Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually more None of these less equal more None of these less equal ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 3.0 d 1.5 d 2.5 d 2.0 d 3.0 d 1.5 d 2.5 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these Vertical load only Horizontal shear only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter + 1.5 mm nominal diameter of bolt nominal diameter + 2.0 mm gross diameter of bolt nominal diameter + 1.5 mm nominal diameter of bolt nominal diameter + 2.0 mm gross diameter of bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Four times the weld size Six times the weld size Weld size Two times the weld size Four times the weld size Six times the weld size Weld size Two times the weld size ANSWER DOWNLOAD EXAMIANS APP
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