RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 25 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² 25 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is 3.0 1.5 1.0 2.0 3.0 1.5 1.0 2.0 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. All listed here Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. roof slab is designed as a two way slab if It supports live loads in both directions The ratio of spans in two directions is less than 2 The slab is continuous over two supports The slab is discontinuous at edges It supports live loads in both directions The ratio of spans in two directions is less than 2 The slab is continuous over two supports The slab is discontinuous at edges ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam Needs revision of section Is safe with stirrups and inclined bars Is safe in shear Is safe with stirrups Needs revision of section Is safe with stirrups and inclined bars Is safe in shear Is safe with stirrups ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.10 % 0.15 % 0.18 % 0.12 % 0.10 % 0.15 % 0.18 % 0.12 % ANSWER DOWNLOAD EXAMIANS APP
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