- (A) Base of the foundation
- (B) Sub-grade
- (C) Foundation soil
- (D) Both
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- (A) Rise
- (B) Flight
- (C) Winder
- (D) Tread
- (A) 4 cm
- (B) 6 cm
- (C) 8 cm
- (D) 12 cm
- (A) Vertical shear
- (B) Horizontal shear
- (C) Diagonal compression
- (D) Diagonal tension
- (A) Risers in the flight
- (B) Risers plus one
- (C) Risers minus one
- (D) None of these
- (A) 30°
- (B) 40°
- (C) 45°
- (D) All the above
- (A) 40
- (B) 45
- (C) 50
- (D) 55
- (A) 5 cm
- (B) 10 cm
- (C) 15 cm
- (D) 20 cm
- (A) Is safe in shear
- (B) Is unsafe in shear
- (C) Is over safe in shear
- (D) Needs redesigning
- (A) Semi-hemisphere
- (B) Ellipsoid
- (C) Paraboloid
- (D) None of these
