- (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
Civil Engineering Mcqs
- (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) 50 cm
- (B) 75 cm
- (C) 100 cm
- (D) 120 cm
- (A) P/A
- (B) A/P
- (C) P/2A
- (D) 2A/P
- (A) Three times
- (B) Four times
- (C) Five times
- (D) Six times
- (A) Drop panel
- (B) Column head
- (C) Top of the column
- (D) None of these
- (A) h = (W/Aw) [(1 –
- (B) h = (W/Aw) [(1 + )/(1 + sin )]
- (C) h = (W/Aw) [(1 – )/(1 + sin )]²
- (D) h W/Aw) [(1 – )/(1 + sin )]²
- (A) Supporting end of the column
- (B) Top of the column
- (C) Capital
- (D) Drop panel
- (A) m = 700/3C
- (B) m = 1400/3C
- (C) m = 2800/3C
- (D) m = 3500/3C
