Cube strength of controlled concrete to be used for pretensioned and post-tensioned work respectively should not be less than 42 MPa and 53 MPa 53 MPa and 42 MPa 42 MPa and 35 MPa 35 MPa and 42 MPa TRUE ANSWER : ? YOUR ANSWER : ?
Select the correct statement for Elastic modulus of high tensile steel is more than that of mild steel Carbon percentage in high carbon steel is less than that in mild steel High tensile steel is cheaper than mild steel Elastic modulus of high tensile steel is nearly the same as that of mild steel 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 (iii) and (iv) are correct (i) and (ii) are correct only (ii) is correct only (iv) is correct TRUE ANSWER : ? YOUR ANSWER : ?
Workability of concrete is directly proportional to All of above Aggregate cement ratio Grading of the aggregate Time of transit TRUE ANSWER : ? YOUR ANSWER : ?
Shrinkage of concrete depends upon i) humidity of atmosphere ii) passage of time iii) stress The correct answer is (i) and (ii) (ii) and (iii) All (i), (ii) and (iii) only (iii) TRUE ANSWER : ? YOUR ANSWER : ?
The effect of creep on modular ratio is to keep it unchanged to decrease it either to decrease or to increase it to increase it TRUE ANSWER : ? YOUR ANSWER : ?
The individual variation between test strength of sample should not be more than ± 10% of average ± 15% of average ±5% of average ±20% of average TRUE ANSWER : ? YOUR ANSWER : ?
According to IS : 456- 1978, minimum slenderness ratio for a short column is between 18 and 24 more than 24 less than 18 less than 12 TRUE ANSWER : ? YOUR ANSWER : ?
The depth of footing for an isolated column is governed byi) maximum bending momentii) shear forceiii) punching shear The correct answer is (i) and (ii) (i), (ii) and (iii) (i) and (iii) only (i) TRUE ANSWER : ? YOUR ANSWER : ?
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by 60% 40% 70 % 50% TRUE ANSWER : ? YOUR ANSWER : ?