- (A) 5 mm
- (B) 7.5 mm
- (C) 10 mm
- (D) 15 mm
Civil Engineering Mcqs
- (A) 10 mm
- (B) 15 mm
- (C) 20 mm
- (D) 25 mm
- (A) Are curtailed if not required to resist the bending moment
- (B) Are bent up at suitable places to serve as shear reinforcement
- (C) Are bent down at suitable places to serve as shear reinforcement
- (D) Are maintained at bottom to provide at least local bond stress
- (A) Stress in concrete × area of concrete
- (B) Stress in steel × area of steel
- (C) Stress in concrete × area of concrete + Stress in steel × area of steel
- (D) None of these
- (A) Simply supported beam
- (B) Continuous beam
- (C) Cantilever beam
- (D) None of these
- (A) 3WR²/16
- (B) 2WR²/16
- (C) WR²/16
- (D) None of these
- (A) WL/8
- (B) WL²/24
- (C) WL²/47
- (D) WL²/16
- (A) [(p – p p p to the principal plane carrying the principal stress p1, is: sin 2
- (B) [(p – p p p cos 2
- (C) [(p p p – p cos 2
- (D) [(p p p – p /2] sin 2
- (A) Straight bar splice
- (B) Hooked splice
- (C) Dowel splice
- (D) All the above
- (A) Low strength concrete only
- (B) High strength concrete only
- (C) Low strength concrete but high tensile steel
- (D) High strength concrete and high tensile steel
