RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 200 kg/m² Nil 150 kg/cm² 75 kg/m² 200 kg/m² Nil 150 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.12 % 0.18 % 0.15 % 0.10 % 0.12 % 0.18 % 0.15 % 0.10 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Modular ratio method Ultimate load method None of these Load factor method Modular ratio method Ultimate load method None of these Load factor method ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as Column head Capital Drop panel None of these Column head Capital Drop panel None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is WL²/24 WL²/16 WL/8 WL²/47 WL²/24 WL²/16 WL/8 WL²/47 ANSWER DOWNLOAD EXAMIANS APP
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