RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 10 legged 6 legged 8 legged 12 legged 10 legged 6 legged 8 legged 12 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as Drop panel Supporting end of the column Capital Top of the column Drop panel Supporting end of the column Capital Top of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to: Its own weight Load of the surcharge, if any Weight of the soil above it All listed here Its own weight Load of the surcharge, if any Weight of the soil above it All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by l = dt/4Sb l = dt/Sb l = dt/3Sb l = dt/2Sb l = dt/4Sb l = dt/Sb l = dt/3Sb l = dt/2Sb ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 45 30 40 35 45 30 40 35 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 K/x (1 + x/d) + bw Kx (1 - x/l) + bw All listed here Kx (1 + x/l) + bw K/x (1 + x/d) + bw Kx (1 - x/l) + bw ANSWER DOWNLOAD EXAMIANS APP
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