A. D = 0.0775 a
B. D = 0.775 a
C. D = 0.775 a
D. D = 0.775 a2
A. Not considered for calculating the upward pressure on footing
B. Also considered for calculating the upward pressure on footing
C. Not considered for calculating the area of the footing
D. Both B. and C
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
A. 0.87
B. 8.50
C. 7.50
D. 5.80
A. Simply supported beam
B. Continuous beam
C. Cantilever beam
D. None of these
A. 3WR²/16
B. 2WR²/16
C. WR²/16
D. None of these
A. WL/8
B. WL²/24
C. WL²/47
D. WL²/16
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. Straight bar splice
B. Hooked splice
C. Dowel splice
D. All the above
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