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 1.5 L 1.3 L 1.8 L 1.1 L 1.5 L 1.3 L 1.8 L 1.1 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of top chord area effective span of bridge heaviest axle load of engine bottom chord area top chord area effective span of bridge heaviest axle load of engine bottom chord area 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 The risk coefficient k, depends on basic wind speed None of these both (a) and (b) mean probable design life of structures basic wind speed None of these both (a) and (b) mean probable design life of structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral, longitudinal and vertical loads lateral loads longitudinal loads and vertical loads lateral and longitudinal loads lateral, longitudinal and vertical loads lateral loads longitudinal loads and vertical loads lateral and longitudinal loads 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 only (i) all (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) only (i) all (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS