Category: RCC Structures Design

A. 3 cm to 5 cm
B. 5 cm to 8 cm
C. 8 cm to 10 cm
D. 12 cm to 15 cm

A. 30
B. 35
C. 40
D. 50

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

A. Not considered for calculating the upward pressure on footing
B. Also considered for calculating the upward pressure on footing
C. Not considered for calculating the area of the footing
D. Both B. and C

A. One- third of the effective span of the T -beam
B. Distance between the centres of T-beam
C. Breadth of the rib plus twelve times the thickness of the slab
D. Least of the above

A. f = (P/A) – (Z/M)
B. f = (A/P) – (M/Z)
C. f = (P/A) – (M/Z)
D. f = (P/A) – (M/6Z)

A. 0.5% and not more than 5% of cross-sectional area
B. 0.6% and not more than 6% of cross-sectional area
C. 0.7% and not more than 7% of cross-sectional area
D. 0.8% and not more than 8% of cross-sectional area

A. 1/4th of the span
B. 1/5th of the span
C. 1/6th of the span
D. 1/7th of the span

A. 10 mm
B. 12 mm
C. 14 mm
D. 16 mm

A. A circular curve
B. A straight line
C. A parabolic curve
D. An elliptical curve