- (A) Clear spacing between ribs shall not be greater than 4.5 cm
- (B) Width of the rib shall not be less than 7.5 cm
- (C) Overall depth of the slab shall not exceed four times the breadth of the rib
- (D) All the above
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- (A) One diameter
- (B) 2.5 diameters
- (C) 3 diameters
- (D) 3.5 diameters
- (A) Square
- (B) Rectangular
- (C) Trapezoidal
- (D) Triangular
- (A) Its own weight
- (B) Weight of the soil above it
- (C) Load of the surcharge, if any
- (D) All the above
- (A) Greater of 40 mm or diameter
- (B) Smaller of 40 mm or diameter
- (C) Greater of 25 mm or diameter
- (D) Smaller of 25 mm or diameter
- (A) Triangular load of the wall
- (B) UDL of wall
- (C) UDL of wall + load from the roof
- (D) Triangular load + load from the roof
- (A) (1 – C) mf – eE
- (B) (C – 1)mf + eE
- (C) (C – 1)mf – eE
- (D) (1 – C)mf + eE
- (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) 0.1 L from the outer edge of column
- (B) 0.1 L from the centre edge of column
- (C) Half the distance of projection
- (D) One -fourth the distance of projection
- (A) 5 mm
- (B) 7.5 mm
- (C) 10 mm
- (D) 15 mm
