The effective width of a column strip of a flat slab, is Radius of the column One-fourth the width of the panel Diameter of the column Half the width of the panel TRUE ANSWER : ? YOUR ANSWER : ?
The spacing of transverse reinforcement of column is decided by the following consideration. The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement All listed here TRUE ANSWER : ? YOUR ANSWER : ?
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 3.5 diameters 2.5 diameters 3 diameters One diameter TRUE ANSWER : ? YOUR ANSWER : ?
If the shear stress in a R.C.C. beam is Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed Equal or less than 5 kg/cm², no shear reinforcement is provided All of these TRUE ANSWER : ? YOUR ANSWER : ?
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 cos θ W - 2P sin θ W - P cos θ W - P sin θ TRUE ANSWER : ? YOUR ANSWER : ?
If the size of a column is reduced above the floor, the main bars of the columns, are Continued up Bent inward at the floor level Stopped just below the floor level and separate lap bars provided All of the listed here TRUE ANSWER : ? YOUR ANSWER : ?
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is Stress in steel × area of steel None of these Stress in concrete × area of concrete + Stress in steel × area of steel Stress in concrete × area of concrete TRUE ANSWER : ? YOUR ANSWER : ?
A foundation is called shallow if its depth, is Equal to its width One-fourth of its width Three-fourth of its width Half of its width TRUE ANSWER : ? YOUR ANSWER : ?
Dimensions of a beam need be changed if the shear stress is more than 10 kg/cm² 25 kg/cm² 15 kg/cm² 20 kg/cm² TRUE ANSWER : ? YOUR ANSWER : ?
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is wh² [(1 - sin φ)/3(1 + sin φ)] wh [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] TRUE ANSWER : ? YOUR ANSWER : ?