Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as gross diameter of bolt nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually less equal None of these more less equal None of these more ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be 2 3 4 5 2 3 4 5 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 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
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