RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 0.87 7.5 5.8 8.5 0.87 7.5 5.8 8.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be. Parabolic with convexity downward Straight below centroidal axis Straight above centroidal axis Parabolic with convexity upward Parabolic with convexity downward Straight below centroidal axis Straight above centroidal axis Parabolic with convexity upward ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by (5/6) (r/1 + r²) M (5/6) (r²/1 + r³) M (5/6) (r²/1 + r²) M (5/6) (r²/1 + r⁴) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r³) M (5/6) (r²/1 + r²) M (5/6) (r²/1 + r⁴) M ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 30 cm 20 cm 40 cm 75 cm 30 cm 20 cm 40 cm 75 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A straight line A parabolic curve An elliptical curve A circular curve A straight line A parabolic curve An elliptical curve A circular curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is 5 3 2 1 5 3 2 1 ANSWER DOWNLOAD EXAMIANS APP
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