A. 0.25
B. 0.50
C. 0.70
D. 0.75
RCC Structures Design
RCC Structures Design
A. Equal or less than 5 kg/cm2, no shear reinforcement is provided
B. Greater than 4 kg/cm2, but less than 20 kg/cm2, shear reinforcement is provided
C. Greater than 20 kg/cm2, the size of the section is changed
D. All the above
A. 0.6
B. 0.7
C. 0.8
D. 0.9
A. D = 0.00775 aP
B. D = 0.0775 aP
C. D = 0.07775 aP
D. D = 0.775 Pa
A. 4 mm
B. 5 mm
C. 6 mm
D. 7 mm
A. cAc + m cAsc
B. c(A – Asc) + m cAsc
C. c[A + (m – 1)ASC]
D. All the above
A. wl²/4
B. wl²/8
C. wl²/10
D. wl²/12
A. Be more at the edges of the foundation
B. Be uniform
C. Not be uniform
D. Be zero at the centre of the foundation
A. Nil
B. 75 kg/m3
C. 150 kg/m 2
D. 200 kg/cm 2
A. 5 cm
B. 10 cm
C. 15 cm
D. 20 cm