- (A) 0.15
- (B) 0.12
- (C) 0.30
- (D) 1.00
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- (A) 1/4
- (B) 1/5
- (C) 1/6
- (D) 1/8
- (A) 10 mm
- (B) 15 mm
- (C) 25 mm
- (D) 13 mm
- (A) less than 12
- (B) less than 18
- (C) between 18 and 24
- (D) more than 24
- (A) 600 mm
- (B) 750 mm
- (C) 900 mm
- (D) more than 1 m
- (A) higher compressive strength of con-crete
- (B) lower compressive strength of concrete
- (C) higher tensile strength of steel
- (D) lower tensile strength of steel
- (A) 20 m
- (B) 30 m
- (C) 45 m
- (D) 60 m
- (A) increased by 10% for bars in compression
- (B) increased by 25% for bars in compression
- (C) decreased by 10% for bars in compression
- (D) decreased by 25% for bars in compression
- (A) effective depth of slab from periphery of column/drop panel
- (B) d/2 from periphery of column/capital/ drop panel
- (C) at the drop panel of slab
- (D) at the periphery of column
- (A) less than 1
- (B) between 1 and 1.5
- (C) between 1.5 and 2
- (D) greater than 2
