RCC Structures Design A foundation is called shallow if its depth, is Three-fourth of its width One-fourth of its width Equal to its width Half of its width Three-fourth of its width One-fourth of its width Equal to its width Half of its width ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as Top of the column Supporting end of the column Drop panel Capital Top of the column Supporting end of the column Drop panel Capital ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 0.87 5.8 7.5 8.5 0.87 5.8 7.5 8.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. roof slab is designed as a two way slab if The slab is discontinuous at edges It supports live loads in both directions The slab is continuous over two supports The ratio of spans in two directions is less than 2 The slab is discontinuous at edges It supports live loads in both directions The slab is continuous over two supports The ratio of spans in two directions is less than 2 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)/4a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq D = W (a² - b²)/4a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member To overcome high bearing stresses developed at the ends To overcome bursting stresses at the ends All listed here To provide high bond stresses To overcome high bearing stresses developed at the ends To overcome bursting stresses at the ends All listed here To provide high bond stresses ANSWER DOWNLOAD EXAMIANS APP
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