RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is 0.3 H 0.5 H 0.4 H 0.7 H 0.3 H 0.5 H 0.4 H 0.7 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 200 kg/m² 150 kg/cm² Nil 75 kg/m² 200 kg/m² 150 kg/cm² Nil 75 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab Thickness of the stem is kept same throughout All listed here Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout All listed here Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is 3 2 1 5 3 2 1 5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is 21.5 kg/cm² 8.3 kg/cm² 21.5 kg/cm² 7.6 kg/cm² 21.5 kg/cm² 8.3 kg/cm² 21.5 kg/cm² 7.6 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement All listed here The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement All listed here ANSWER DOWNLOAD EXAMIANS APP
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