RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 20 cm 30 cm 75 cm 40 cm 20 cm 30 cm 75 cm 40 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Mid span Supports Quarter span Every section Mid span Supports Quarter span Every section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. roof slab is designed as a two way slab if The slab is continuous over two supports It supports live loads in both directions The ratio of spans in two directions is less than 2 The slab is discontinuous at edges The slab is continuous over two supports It supports live loads in both directions The ratio of spans in two directions is less than 2 The slab is discontinuous at edges ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. All listed here Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column All listed here Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.10 % 0.12 % 0.18 % 0.15 % 0.10 % 0.12 % 0.18 % 0.15 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is 20 35 30 25 20 35 30 25 ANSWER DOWNLOAD EXAMIANS APP