A. Circular
B. Square
C. Octagonal
D. Square with corners chamfered
A. Low strength concrete only
B. High strength concrete only
C. Low strength concrete but high tensile steel
D. High strength concrete and high tensile steel
A. Straight bar splice
B. Hooked splice
C. Dowel splice
D. All the above
A. [(p – p p p to the principal plane carrying the principal stress p1, is:
sin 2
B. [(p – p p p cos 2
C. [(p p p – p cos 2
D. [(p p p – p /2] sin 2
A. WL/8
B. WL²/24
C. WL²/47
D. WL²/16
A. 3WR²/16
B. 2WR²/16
C. WR²/16
D. None of these
A. Simply supported beam
B. Continuous beam
C. Cantilever beam
D. None of these
A. 0.87
B. 8.50
C. 7.50
D. 5.80
A. The least lateral dimension of the column
B. Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column
C. Forty-eight times the diameter of transverse reinforcement
D. All the above