For walls, columns and vertical faces of all structural members, the form work is generally removed after 7 days 24 to 48 hours 3 days 14 days TRUE ANSWER : ? YOUR ANSWER : ?
The main reinforcement in the toe of a T- shaped R C. retaining wall is provided on i) top face parallel to the wall ii) top face perpendicular to the wall iii) bottom face paralleUo the wall iv) bottom face perpendicular to the wall The correct answer is only (iv) is correct only (ii) is correct (i) and (ii) are correct (iii) and (iv) are correct TRUE ANSWER : ? YOUR ANSWER : ?
The average permissible stress in bond for plain bars in tension is increased by 10% for bars in compression increased by 25% for bars in compression decreased by 25% for bars in compression decreased by 10% for bars in compression TRUE ANSWER : ? YOUR ANSWER : ?
The purpose of reinforcement in pre-stressed concrete is To resist tensile stresses To impart initial compressive stress in concrete All of these To provide adequate bond stress TRUE ANSWER : ? YOUR ANSWER : ?
The depth of footing for an isolated column is governed by<br/>i) maximum bending moment<br/>ii) shear force<br/>iii) punching shear<br/>The correct answer is only (i) (i), (ii) and (iii) (i) and (ii) (i) and (iii) TRUE ANSWER : ? YOUR ANSWER : ?
Shrinkage of concrete depends uponi) humidity of atmosphereii) passage of timeiii) stress The correct answer is only (iii) (i) and (ii) (ii) and (iii) All (i), (ii) and (iii) TRUE ANSWER : ? YOUR ANSWER : ?
The fineness modulus of fine aggregate is in the range of 3.5 to 5.0 5.0 to 7.0 2.0 to 3.5 6.0 to 8.5 TRUE ANSWER : ? YOUR ANSWER : ?
Admixtures which cause early setting, and hardening of concrete are called accelerators air entraining agents retarders workability admixtures TRUE ANSWER : ? YOUR ANSWER : ?
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome) wR/2d wR/d wR / 4d 2wR/d TRUE ANSWER : ? YOUR ANSWER : ?
For a reinforced concrete section, the shape of shear stress diagram is wholly rectangular wholly parabolic rectangular above neutral axis and parabolic below neutral axis parabolic above neutral axis and rectangular below neutral axis TRUE ANSWER : ? YOUR ANSWER : ?