RCC Structures Design If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than 7 mm 4 mm 5 mm 6 mm 7 mm 4 mm 5 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is 0.3 H 0.4 H 0.7 H 0.5 H 0.3 H 0.4 H 0.7 H 0.5 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The load stress of a section can be reduced by Replacing smaller bars by greater number of greater bars Replacing larger bars by greater number of small bars Increasing the total perimeter of bars Decreasing the lever arm Replacing smaller bars by greater number of greater bars Replacing larger bars by greater number of small bars Increasing the total perimeter of bars Decreasing the lever arm 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 (a - b)/4a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/8a²bq D = W (a² - b²)/4abq D = W (a - b)/4a²bq D = W (a² - b²)/4a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The radius of a bar bend to form a hook, should not be less than Five times the diameter Thrice the diameter Twice the diameter Four times the diameter Five times the diameter Thrice the diameter Twice the diameter Four times the diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface ANSWER DOWNLOAD EXAMIANS APP
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