- (A) 50 kg/cm2
- (B) 150 kg/cm 2
- (C) 250 kg/cm2
- (D) 350 kg/cm2
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- (A) Minimum bending moment
- (B) Maximum bending moment
- (C) Maximum shear force
- (D) Minimum shear force
- (A) 14 cm 2
- (B) 15 cm2
- (C) 16 cm2
- (D) 17 cm2
- (A) In the stem of a retaining wall, reinforcement is provided near the earth side
- (B) In the toe slab of a retaining wall, reinforcement is provided at the bottom of the slab
- (C) In the heel slab of a retaining wall, reinforcement is provided at the top of the slab
- (D) None of these
- (A) 1/4th of the span
- (B) 1/5th of the span
- (C) 1/6th of the span
- (D) 1/7th of the span
- (A) [m/(m – r)] d
- (B) [m/(m + r)] d
- (C) [(m + r)/ m] d
- (D) [(r – m)/m] d
- (A) Footing
- (B) Raft
- (C) Strap
- (D) Strip
- (A) Depth of neutral axis decreases
- (B) Depth of neutral axis increases
- (C) Lever arm increases
- (D) Lever arm decreases
- (A) 18 bar diameters
- (B) 24 bar diameters
- (C) 30 bar diameters
- (D) 36 bar diameters
- (A) One-fourth the width of the panel
- (B) Half the width of the panel
- (C) Radius of the column
- (D) Diameter of the column
