For a number of columns constructed in a rcjw, the type of foundation provided, is Strip Footing Strap Raft TRUE ANSWER : ? YOUR ANSWER : ?
A flat slab is supported On columns On beams and columns On beams On columns monolithically built with slab TRUE ANSWER : ? YOUR ANSWER : ?
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory None of these (wx/wy) = (ly/lx) (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx)⁴ TRUE ANSWER : ? YOUR ANSWER : ?
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of zero shear force A point of the maximum shear force Less loaded column More loaded column TRUE ANSWER : ? YOUR ANSWER : ?
Thickened part of a flat slab over its supporting column, is technically known as Capital None of these Drop panel Column head TRUE ANSWER : ? YOUR ANSWER : ?
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 5.8 8.5 0.87 7.5 TRUE ANSWER : ? YOUR ANSWER : ?
The horizontal portion of a step in a stairs case, is known as Winder Flight Tread Rise TRUE ANSWER : ? YOUR ANSWER : ?
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation. m = 1400/3C m = 700/3C m = 3500/3C m = 2800/3C TRUE ANSWER : ? YOUR ANSWER : ?
The angle of internal friction of soil mass is the angle whose Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane None 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 - P cos θ W - 2P cos θ W - P sin θ W - 2P sin θ TRUE ANSWER : ? YOUR ANSWER : ?