- (A) 1.0
- (B) 1.25
- (C) 1.5
- (D) 2.0
Civil Engineering Mcqs
- (A) 2200 kg/m3
- (B) 2300 kg/m3
- (C) 2400 kg/m3
- (D) 2500 kg/m3
- (A) WR²/16
- (B) 2WR²/16
- (C) 3WR²/16
- (D) Zero
- (A) 6 legged
- (B) 8 legged
- (C) 10 legged
- (D) 12 legged
- (A) (Area of the column A × Safe punching stress)/Load on column A
- (B) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)
- (C) (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)
- (D) None of these
- (A) 6 mm
- (B) 8 mm
- (C) 10 mm
- (D) 12 mm
- (A) 300 cm
- (B) 233 cm
- (C) 176 cm
- (D) 236 cm
- (A) Distance between the centres of the bearings
- (B) Clear distance between the inner faces of the walls plus twice the thickness of the wall
- (C) Clear span plus effective depth of the slab
- (D) None of these
- (A) 2.5
- (B) 2.0
- (C) Less than 2
- (D) Less than 2.5
- (A) 10 %
- (B) 20 %
- (C) 40 %
- (D) 50 %
