RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 3.5 diameters 3 diameters One diameter 2.5 diameters 3.5 diameters 3 diameters One diameter 2.5 diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as 1/16th of the span 1/10th of the span 1/8th of the span 1/12th of the span 1/16th of the span 1/10th of the span 1/8th of the span 1/12th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 WL²/30 WL²/90 WL²/15 WL²/60 WL²/30 WL²/90 WL²/15 WL²/60 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. Forty-eight times the diameter of transverse reinforcement Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here The least lateral dimension of the column Forty-eight times the diameter of transverse reinforcement Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here The least lateral dimension of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.25 0.5 0.7 0.75 0.25 0.5 0.7 0.75 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 25 mm 10 mm 20 mm 15 mm 25 mm 10 mm 20 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
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