RCC Structures Design Cantilever retaining walls can safely be used for a height not more than 6 m 4 m 3 m 5 m 6 m 4 m 3 m 5 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
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 0.407 L 0.107 L 0.207 L 0.307 L 0.407 L 0.107 L 0.207 L ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 30 45 35 40 30 45 35 40 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On columns monolithically built with slab On columns On beams and columns On beams On columns monolithically built with slab On columns On beams and columns On beams ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On an absolutely rigid foundation base, the pressure will Be uniform Not be uniform Be more at the edges of the foundation Be zero at the centre of the foundation Be uniform Not be uniform Be more at the edges of the foundation Be zero at the centre of the foundation ANSWER DOWNLOAD EXAMIANS APP
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