Enlarged head of a supporting column of a flat slab is technically known as Top of the column Supporting end of the column Drop panel Capital TRUE ANSWER : ? YOUR ANSWER : ?
The spacing of transverse reinforcement of column is decided by the following consideration. Forty-eight times the diameter of transverse reinforcement All listed here The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column TRUE ANSWER : ? YOUR ANSWER : ?
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 K/x (1 + x/d) + bw All listed here Kx (1 + x/l) + bw Kx (1 - x/l) + bw TRUE ANSWER : ? YOUR ANSWER : ?
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 15 cm 10 cm 20 cm 5 cm TRUE ANSWER : ? YOUR ANSWER : ?
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam Are bent up at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement TRUE ANSWER : ? YOUR ANSWER : ?
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 10 legged 8 legged 12 legged 6 legged TRUE ANSWER : ? YOUR ANSWER : ?
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 45 50 55 40 TRUE ANSWER : ? YOUR ANSWER : ?
The ratio of the breadth to effective depth of a beam is kept 0.7 0.25 0.5 0.75 TRUE ANSWER : ? YOUR ANSWER : ?
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 3/qmax) TRUE ANSWER : ? YOUR ANSWER : ?
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of One-fourth the distance of projection Half the distance of projection 0.1 L from the outer edge of column 0.1 L from the centre edge of column TRUE ANSWER : ? YOUR ANSWER : ?