Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1250 mm 810 mm 1680 mm 650 mm 1250 mm 810 mm 1680 mm 650 mm 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 Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is infinity 10 100 zero infinity 10 100 zero ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.33 2.34 1.0 2.01 2.33 2.34 1.0 2.01 ANSWER DOWNLOAD EXAMIANS APP
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