A. 4 mm
B. 5 mm
C. 6 mm
D. 8 mm
RCC Structures Design
RCC Structures Design
A. 5% of wall weight
B. 7% of wall weight
C. 10% of wall weight
D. 12% of wall weight
A. 5 kg/cm2
B. 10 kg/cm 2
C. 15 kg/cm2
D. 20 kg/cm2
A. Less than 6
B. Equal to 6
C. Not less than 6
D. Equal to 7
A. 4d
B. 8d
C. 12d
D. 16d
A. 0.3 H
B. 0.4 H
C. 0.5 H
D. 0.7 H
A. Twice the diameter
B. Thrice the diameter
C. Four times the diameter
D. Seven times the diameter
A. K/x (1 + x/d) + bw
B. Kx (1 – x/l) + bw
C. Kx (1 + x/l) + bw
D. All the above
A. 1.25 times the average
B. 1.50 times the average
C. 1.75 times the average
D. 2.0 times the average
A. 5 kg/cm2
B. 10 kg/cm 2
C. 15 kg/cm2
D. 20 kg/cm2
