Design of Steel Structure A circular column section is generally not used in actual practice because 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 it is uneconomical All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 180 150 190 200 180 150 190 200 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 % reduced by 33.3% reduced by 25 % increased by 25 % increased by 33.3 % reduced by 33.3% reduced by 25 % increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is (ii) and (iii) (i) and (ii) only (iii) only (i) (ii) and (iii) (i) and (ii) only (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is 10 infinity 100 zero 10 infinity 100 zero ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing ANSWER DOWNLOAD EXAMIANS APP
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