The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.15 % 0.18 % 0.12 % 0.10 % TRUE ANSWER : ? YOUR ANSWER : ?
The live load to be considered for an accessible roof, is 75 kg/m³ 150 kg/m² Nil 200 kg/cm² TRUE ANSWER : ? YOUR ANSWER : ?
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge Is increased by PZ/e Is decreased by Pe/Z Remains unchanged Is increased by Pe/Z TRUE ANSWER : ? YOUR ANSWER : ?
In a cantilever retaining wall without a heel slab All listed here Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall TRUE ANSWER : ? YOUR ANSWER : ?
If diameter of a reinforcement bar is d, the anchorage value of the hook is 8d 16d 4d 12d TRUE ANSWER : ? YOUR ANSWER : ?
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq TRUE ANSWER : ? YOUR ANSWER : ?
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is W - 2P cos θ W - P sin θ W - P cos θ W - 2P sin θ TRUE ANSWER : ? YOUR ANSWER : ?
The transverse reinforcements provided at right angles to the main reinforcement Distribute the load Resist the shrinkage stress Resist the temperature stresses All of these TRUE ANSWER : ? YOUR ANSWER : ?
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be WL²/90 WL²/15 WL²/60 WL²/30 TRUE ANSWER : ? YOUR ANSWER : ?