RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 7.5 mm 5 mm 10 mm 15 mm 7.5 mm 5 mm 10 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of 0.1 L from the outer edge of column 0.1 L from the centre edge of column One-fourth the distance of projection Half the distance of projection 0.1 L from the outer edge of column 0.1 L from the centre edge of column One-fourth the distance of projection Half the distance of projection ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than One diameter of thinner bar None of these One diameter of thicker bar Twice the diameter of thinner bar One diameter of thinner bar None of these One diameter of thicker bar Twice the diameter of thinner bar ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve A straight line An elliptical curve A circular curve A parabolic curve A straight line An elliptical curve A circular curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The radius of a bar bend to form a hook, should not be less than Twice the diameter Four times the diameter Five times the diameter Thrice the diameter Twice the diameter Four times the diameter Five times the diameter Thrice the diameter ANSWER DOWNLOAD EXAMIANS APP