RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 56 30 50 40 56 30 50 40 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is Four-fifth of the width of the slab Half of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab Four-fifth of the width of the slab Half of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be WL²/30 WL²/60 WL²/15 WL²/90 WL²/30 WL²/60 WL²/15 WL²/90 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is Kx (1 + x/l) + bw Kx (1 - x/l) + bw All listed here K/x (1 + x/d) + bw Kx (1 + x/l) + bw Kx (1 - x/l) + bw All listed here K/x (1 + x/d) + bw ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed 20 25 10 15 20 25 10 15 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 7.5 0.87 8.5 5.8 7.5 0.87 8.5 5.8 ANSWER DOWNLOAD EXAMIANS APP
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