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. 6 mm
B. 8 mm
C. 10 mm
D. 12 mm
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