RCC Structures Design

A. Nil
B. 75 kg/m2
C. 150 kg/cm 2
D. 200 kg/m2

A. Less loaded column
B. More loaded column
C. A point of the maximum shear force
D. A point of zero shear force

A. Diesel operated hammer
B. Drop hammer
C. Single acting steam hammer
D. All the above

A. 28 d
B. 38 d
C. 48 d
D. 58 d

A. It supports live loads in both directions
B. The ratio of spans in two directions is less than 2
C. The slab is continuous over two supports
D. The slab is discontinuous at edges

A. Base of the foundation
B. Sub-grade
C. Foundation soil
D. Both B. and C

A. Rise
B. Flight
C. Winder
D. Tread

A. 4 cm
B. 6 cm
C. 8 cm
D. 12 cm

A. No decay due to termites

B. No restriction on length

C. Higher bearing capacity

D. All the above

A. Is dry

B. Is free from moisture

C. Is not cohesive

D. All the above