RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 8 16 12 10 8 16 12 10 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than Twice the diameter of thinner bar None of these One diameter of thicker bar One diameter of thinner bar Twice the diameter of thinner bar None of these One diameter of thicker bar One diameter of thinner bar 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 All listed here Kx (1 + x/l) + bw Kx (1 - x/l) + bw K/x (1 + x/d) + bw All listed here Kx (1 + x/l) + bw Kx (1 - x/l) + bw K/x (1 + x/d) + bw ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as A rib A key All listed here A cut-off wall A rib A key All listed here A cut-off wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The transverse reinforcements provided at right angles to the main reinforcement All of these Distribute the load Resist the temperature stresses Resist the shrinkage stress All of these Distribute the load Resist the temperature stresses Resist the shrinkage stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 10 legged 6 legged 12 legged 8 legged 10 legged 6 legged 12 legged ANSWER DOWNLOAD EXAMIANS APP
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