RCC Structures Design

A. WL²/15
B. WL²/30
C. WL²/60
D. WL²/90

A. 8
B. 10
C. 12
D. 16

A. 37 cm

B. 38 cm

C. 39 cm

D. 40 cm

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

A. On beams
B. On columns
C. On beams and columns
D. On columns monolithically built with slab

A. One-fourth of its width
B. Half of its width
C. Three-fourth of its width
D. Equal to its width

A. Was widely used in earlier days
B. Is not economical and hence not generally used
C. Is economical for large spans and is adopted now a days
D. None of these

A. b/3
B. b/4
C. b/5
D. b/6

A. Design of simple steel beams
B. Steel beams encased in concrete
C. Doubly reinforced beams ignoring compressive stress in concrete
D. Beams if shear exceeds 4 times allowable shear stress