RCC Structures Design The thickness of the topping of a ribbed slab, varies between 12 cm to 15 cm 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is 16 cm² 14 cm² 15 cm² 17 cm² 16 cm² 14 cm² 15 cm² 17 cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 45 50 40 55 45 50 40 55 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective span of a simply supported slab, is Distance between the centers of the bearings None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab Distance between the centers of the bearings None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design After pre-stressing process is completed, a loss of stress is due to Elastic shortening of concrete Shrinkage of concrete All of the listed here Creep of concrete Elastic shortening of concrete Shrinkage of concrete All of the listed here Creep of concrete 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 10 legged 8 legged 12 legged 6 legged 10 legged 8 legged 12 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
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