RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 75 cm 40 cm 30 cm 20 cm 75 cm 40 cm 30 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 200 kg/m² 150 kg/cm² 75 kg/m² Nil 200 kg/m² 150 kg/cm² 75 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam Least of the above One-third of the effective span of the T-beam Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam Least of the above One-third of the effective span of the T-beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member Is made of concrete Is stressed after casting Is made of reinforced concrete Possesses internal stresses Is made of concrete Is stressed after casting Is made of reinforced concrete Possesses internal stresses 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 Is safe with stirrups Is safe in shear Is safe with stirrups and inclined bars Needs revision of section Is safe with stirrups Is safe in shear Is safe with stirrups and inclined bars Needs revision of section ANSWER DOWNLOAD EXAMIANS APP
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