While designing the pile as a column, the end conditions are nearly both ends fixed one end fixed and other end free one end fixed and other end hinged both ends hinged TRUE ANSWER : ? YOUR ANSWER : ?
In a counterfort retaining wall, the main reinforcement is provided on thei) bottom face in front counterfortii) inclined face in front counterfortiii) bottom face in back counterfortiv) inclined face in back counterEortThe correct answer is (i) and (iv) (iii) and (iv) (i) and (ii), (ii) and (iii) TRUE ANSWER : ? YOUR ANSWER : ?
In a ring beam subjected to uniformly distributed load i) shear force at mid span is zero ii) shear force at mid span is maximum iii) torsion at mid span is zero iv) torsion at mid span is maximum The correct answer is (ii) and (iii) (i) and (iv) (ii) and (iv) (i) and (iii) TRUE ANSWER : ? YOUR ANSWER : ?
Minimum pitch of transverse reinforcement in a column is forty-eight times the diameter of transverse reinforcement lesser of the above three values the least lateral dimension of the member sixteen times the smallest diameter of longitudinal reinforcement bar to be tied TRUE ANSWER : ? YOUR ANSWER : ?
In counterfort retaining walls, the main reinforcement in the stem at support is Provided only on front face Provided only on inner face Not provided Provided both on inner and front faces TRUE ANSWER : ? YOUR ANSWER : ?
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is 5 m 4 m 6 m 3.5 m TRUE ANSWER : ? YOUR ANSWER : ?
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be 600 mm 900 mm 750 mm more than 1 m TRUE ANSWER : ? YOUR ANSWER : ?
In a ring beam subjected to uniformly distributed load<br/>i) shear force at mid span is zero<br/>ii) shear force at mid span is maximum<br/>iii) torsion at mid span is zero<br/>iv) torsion at mid span is maximum<br/>The correct answer is (ii) and (iii) (i) and (iv) (i) and (iii) (ii) and (iv) TRUE ANSWER : ? YOUR ANSWER : ?
Approximate value of shrinkage strain in concrete, is 0.0003 0.003 0.03 3.0E-5 TRUE ANSWER : ? YOUR ANSWER : ?
The fineness modulus of fine aggregate is in the range of 6.0 to 8.5 2.0 to 3.5 5.0 to 7.0 3.5 to 5.0 TRUE ANSWER : ? YOUR ANSWER : ?