RCC Structures Design The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon Centre to centre distance between T-beams Overall thickness of the rib All of the listed here Breadth of the rib Centre to centre distance between T-beams Overall thickness of the rib All of the listed here Breadth of the rib ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On piles, the drop must be at least 120 cm 80 cm 124 cm 123 cm 120 cm 80 cm 124 cm 123 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The load stress of a section can be reduced by Increasing the total perimeter of bars Replacing larger bars by greater number of small bars Decreasing the lever arm Replacing smaller bars by greater number of greater bars Increasing the total perimeter of bars Replacing larger bars by greater number of small bars Decreasing the lever arm Replacing smaller bars by greater number of greater bars 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 (a² - b²)/4abq D = W (a² - b²)/4a²bq D = W (a - b)/4a²bq D = W (a² - b²)/8a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq D = W (a - b)/4a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 35 30 40 45 35 30 40 45 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.75 0.5 0.7 0.25 0.75 0.5 0.7 0.25 ANSWER DOWNLOAD EXAMIANS APP
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