Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V paV2 p a (1/V) paV”2 pa V paV2 p a (1/V) paV”2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.1 L 1.3 L 1.5 L 1.8 L 1.1 L 1.3 L 1.5 L 1.8 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because 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 it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is both (i) and (ii) both (i) and (iii) all (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) all (i), (ii) and (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 150 250 180 350 150 250 180 350 ANSWER DOWNLOAD EXAMIANS APP
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