RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 15 mm 5 mm 7.5 mm 10 mm 15 mm 5 mm 7.5 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 8 legged 12 legged 10 legged 6 legged 8 legged 12 legged 10 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as Capital Drop panel Column head None of these Capital Drop panel Column head 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 WL/8 WL²/16 WL²/47 WL²/24 WL/8 WL²/16 WL²/47 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 1.75 times the average 2.0 times the average 1.50 times the average 1.25 times the average 1.75 times the average 2.0 times the average 1.50 times the average 1.25 times the average ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
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