A. 6 mm
B. 8 mm
C. 10 mm
D. 12 mm
RCC Structures Design
RCC Structures Design
A. W – 2P
B. W – P
C. W – P
D. W – 2P
A. 80 cm
B. 100 cm
C. 120 cm
D. 140 cm
A. 1/8th of the span
B. 1/10th of the span
C. 1/12th of the span
D. 1/16th of the span
A. Tensile edge
B. Tensile reinforcement
C. Neutral axis of the beam
D. Longitudinal central axis
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
