- (A) 1.00 m3
- (B) 1.25 m3
- (C) 1.50 m3
- (D) 1.75 m3
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- (A) 60 cm
- (B) 70 cm
- (C) 75 cm to 80 cm
- (D) 80 cm
- (A) 0.200 m3
- (B) 0.247 m3
- (C) 0.274 m3
- (D) 0.295 m3
- (A) 0.90 m3
- (B) 0.94 m3
- (C) 0.98 m3
- (D) 1.00 m3
- (A) 1.5 m 3
- (B) 2.0 m3
- (C) 4.0 m2
- (D) 5.0 m2
- (A) 8°
- (B) 10°
- (C) 12°
- (D) 14°
- (A) Pipes laid in trenches and pipes fixed to walls are measured separately
- (B) Cutting through walls and floors are included with the item
- (C) Pipes are classified according to their sizes and quality
- (D) All the above
- (A) is at the maximum distance from CG of the rivet group
- (B) is at the minimum distance from CG of the rivet group
- (C) gives the maximum angle between the two forces Fa and Fm
- (D) gives the minimum angle between the two forces Fa and Fm
- (A) net area and gross area
- (B) gross area and net area
- (C) net area in both cases
- (D) gross area in both cases
- (A) only shear stresses
- (B) only tensile stresses
- (C) both (A) and (B)
- (D) none of the above
