RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is 0.307 L 0.207 L 0.407 L 0.107 L 0.307 L 0.207 L 0.407 L 0.107 L ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam One-third of the effective span of the T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam One-third of the effective span of the T-beam Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The number of treads in a flight is equal to Risers plus one None of these Risers minus one Risers in the flight Risers plus one None of these Risers minus one Risers in the flight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 20 cm 10 cm 5 cm 15 cm 20 cm 10 cm 5 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is D = 0.775 a D = 0.0775 a D = 0.775 a² D = 0.775 √a D = 0.775 a D = 0.0775 a D = 0.775 a² D = 0.775 √a ANSWER DOWNLOAD EXAMIANS APP
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