RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 11 mm 10 mm 12 mm 15 mm 11 mm 10 mm 12 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than Twice the diameter of thinner bar One diameter of thinner bar None of these One diameter of thicker bar Twice the diameter of thinner bar One diameter of thinner bar None of these One diameter of thicker bar ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be. Straight below centroidal axis Straight above centroidal axis Parabolic with convexity downward Parabolic with convexity upward Straight below centroidal axis Straight above centroidal axis Parabolic with convexity downward Parabolic with convexity upward ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is WR²/16 2WR²/16 5WR²/16 3WR²/16 WR²/16 2WR²/16 5WR²/16 3WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is WL/P WL/4P WL/3P WL/2P WL/P WL/4P WL/3P WL/2P 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 15 mm 20 mm 10 mm 25 mm 15 mm 20 mm 10 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
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