- (A) Tensile edge
- (B) Tensile reinforcement
- (C) Neutral axis of the beam
- (D) Longitudinal central axis
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- (A) wl²/4
- (B) wl²/8
- (C) wl²/12
- (D) wl²/16
- (A) 2R + T = 60
- (B) R + 2 T = 60
- (C) 2R + T = 30
- (D) R + 2 T = 30
- (A) 4120 kg
- (B) 41,200 kg
- (C) 412,000 kg
- (D) None of these
- (A) Rectangular columns is 4
- (B) Circular columns is 6
- (C) Octagonal columns is 8
- (D) All the above
- (A) Continued up
- (B) Bent inward at the floor level
- (C) Stopped just below the floor level and separate lap bars provided
- (D) All the above
- (A) WL²/15
- (B) WL²/30
- (C) WL²/60
- (D) WL²/90
- (A) 8
- (B) 10
- (C) 12
- (D) 16
- (A) Modular ratio method
- (B) Load factor method
- (C) Ultimate load method
- (D) None of these
- (A) Is made of concrete
- (B) Is made of reinforced concrete
- (C) Is stressed after casting
- (D) Possesses internal stresses

