RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 3 diameters 2.5 diameters 3.5 diameters One diameter 3 diameters 2.5 diameters 3.5 diameters One diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as All listed here A cut-off wall A rib A key All listed here A cut-off wall A rib A key ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an accessible roof, is 75 kg/m³ 150 kg/m² Nil 200 kg/cm² 75 kg/m³ 150 kg/m² Nil 200 kg/cm² 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)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.18 % 0.10 % 0.15 % 0.12 % 0.18 % 0.10 % 0.15 % 0.12 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum shear force Minimum bending moment Maximum bending moment Minimum shear force Maximum shear force Minimum bending moment Maximum bending moment Minimum shear force ANSWER DOWNLOAD EXAMIANS APP