- (A) 100 mm
- (B) 150 mm
- (C) 200 mm
- (D) 250 mm
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- (A) 50 mm
- (B) 100 mm
- (C) 150 mm
- (D) 200 mm
- (A) 1.5
- (B) 2.0
- (C) 2.5
- (D) 3.0
- (A) the least lateral dimension of the member
- (B) sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
- (C) forty-eight times the diameter of transverse reinforcement
- (D) lesser of the above three values
- (A) 2
- (B) 4
- (C) 6
- (D) 8
- (A) 15 mm
- (B) 20 mm
- (C) 25 mm
- (D) 50mm
- (A) 0.15% to 2%
- (B) 0.8% to 4%
- (C) 0.8% to 6%
- (D) 0.8% to 8%
- (A) compressive stress
- (B) shear stress
- (C) bond stress
- (D) tensile stress
- (A) increasing the depth
- (B) providing shear reinforcement
- (C) using high strength steel
- (D) using thinner bars but more in number
- (A) about 0.1 N/mm2
- (B) zero
- (C) 0.3 N/mm2 to 0.7 N/mm2
- (D) about 1.0 N/mm2
