Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/3 d/4 2d/3 d/2 d/3 d/4 2d/3 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always greater than factor of safety always less than factor of safety sometimes greater than factor of safety always equal to factor of safety always greater than factor of safety always less than factor of safety sometimes greater than factor of safety always equal to factor of safety ANSWER DOWNLOAD EXAMIANS APP
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 actual thickness of butt weld as compared to the thickness of plate is usually more None of these equal less more None of these equal less ANSWER DOWNLOAD EXAMIANS APP
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