RCC Structures Design In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is W - 2P sin θ W - 2P cos θ W - P sin θ W - P cos θ W - 2P sin θ W - 2P cos θ W - P sin θ W - P cos θ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On an absolutely rigid foundation base, the pressure will Not be uniform Be uniform Be more at the edges of the foundation Be zero at the centre of the foundation Not be uniform Be uniform Be more at the edges of the foundation Be zero at the centre of the foundation ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 10 mm 25 mm 15 mm 20 mm 10 mm 25 mm 15 mm 20 mm 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 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 All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than One-third of the effective span of the T-beam Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab Least of the above One-third of the effective span of the T-beam Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 2.5 diameters 3 diameters One diameter 3.5 diameters 2.5 diameters 3 diameters One diameter 3.5 diameters ANSWER DOWNLOAD EXAMIANS APP
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