Design of Steel Structure Area of openings for buildings of large permeability is more than 20% of wall area 30% of wall area 50% of wall area 10% of wall area 20% of wall area 30% of wall area 50% of wall area 10% of wall area 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 is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Channel section Angle section Any of these Box type section Channel section Angle section Any of these Box type section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 1250 mm 650 mm 810 mm 1680 mm 1250 mm 650 mm 810 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 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 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP