- (A) effective span of T-beam
- (B) distance between points of zero moments in the beam
- (C) distance between points of maximum moments in the beam
- (D) clear span of the T-beam
Civil Engineering Mcqs
- (A) 24 to 48 hours
- (B) 3 days
- (C) 7 days
- (D) 14 days
- (A) 24 to 48 hours
- (B) 3 days
- (C) 7 days
- (D) 14 days
- (A) ±5% of average
- (B) ± 10% of average
- (C) ± 15% of average
- (D) ±20% of average
- (A) 5%
- (B) 10%
- (C) 15%
- (D) 20%
- (A) 0.75-0.80
- (B) 0.80-0.85
- (C) 0.85 – 0.92
- (D) above 0.92
- (A) Minimum cross sectional area of longitudinal reinforcement in a column is 0.8%
- (B) Spacing of longitudinal bars measured along the periphery of column should not exceed 300 mm
- (C) Reinforcing bars in a column should not be less than 12 mm in diameter
- (D) The number of longitudinal bars provided in a circular column should not be less than four
- (A) 2 %
- (B) 4%
- (C) 6 %
- (D) 8 %
- (A) directly proportional to compressive strength
- (B) inversely proportional to compressive strength
- (C) directly proportional to square root of compressive strength
- (D) inversely proportional to square root of compressive strength
- (A) 15 4>
- (B) 20
- (C) 24 (j)
- (D) 30 (j)
