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 6 mm 4 mm 5 mm 7 mm 6 mm 4 mm 5 mm 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)/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 D = W (a² - b²)/8a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 5 cm 10 cm 15 cm 20 cm 5 cm 10 cm 15 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is 45° All listed here 40° 30° 45° All listed here 40° 30° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The Young's modulus of elasticity of steel, is 250 KN/mm² 150 KN/mm² 275 KN/mm² 200 KN/mm² 250 KN/mm² 150 KN/mm² 275 KN/mm² 200 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 15 mm 5 mm 7.5 mm 10 mm 15 mm 5 mm 7.5 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
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