π§± KPSC JE Civil β Solved Questions (Part 3: Q41βQ60)
This part contains questions 41 to 60 with correct answers and explanations for all options.
π Q41. Main constituents of Portland cement?
- (1) Lime, silica, alumina & iron oxide β Correct. These are the raw materials.
- (2) Lime only β Incomplete.
- (3) Fly ash and gypsum β Used in PPC but not main constituents.
- (4) Clay only β Incorrect.
π Q42. Quick setting cement contains higher percentage of?
- (1) Gypsum β Gypsum slows setting.
- (2) Alumina β Correct. Higher alumina accelerates setting.
- (3) Silica β Slows reaction.
- (4) Iron oxide β Minor effect.
π Q43. Most accurate method of leveling?
- (1) Barometric leveling β Least accurate.
- (2) Plane table leveling β Not used for levels.
- (3) Dumpy level β Correct. Standard precision instrument.
- (4) GPS leveling β Not as accurate for small elevations.
π Q44. The ratio of lateral strain to longitudinal strain?
- (1) Modulus of rigidity β Shear modulus.
- (2) Youngβs modulus β Stress/strain.
- (3) Poissonβs ratio β Correct.
- (4) Bulk modulus β Volumetric elasticity.
π Q45. Unit of kinematic viscosity?
- (1) mΒ²/s β Correct. (Ξ½ = ΞΌ/Ο)
- (2) kg/mΒ³ β Density.
- (3) N/mΒ² β Pressure.
- (4) m/s β Velocity.
π Q46. Maximum water content in shrinkage limit test?
- (1) When water content does not reduce further volume β Correct.
- (2) At liquid limit β Too high.
- (3) At plastic limit β Not shrinkage.
- (4) At shrinkage value = 0 β Invalid.
π Q47. Permanent deformation due to repeated loads?
- (1) Elastic strain β Recoverable.
- (2) Plastic strain β Correct.
- (3) Creep β Time-dependent under constant load.
- (4) Fatigue β Failure by repeated loading.
π Q48. The shape of stressβstrain curve for mild steel?
- (1) Linear till rupture β Only elastic materials.
- (2) Rigid perfectly plastic β Not mild steel.
- (3) Elasticβplastic with yield plateau β Correct.
- (4) Perfectly elastic β Incorrect.
π Q49. Soil with high compressibility?
- (1) Sand β Low compressibility.
- (2) Gravel β Very low.
- (3) Clay β Correct. High compressibility.
- (4) Rock β Negligible.
π Q50. Least count of a Vernier caliper?
- (1) 0.01 mm β Correct. Standard least count.
- (2) 0.1 mm β Too large.
- (3) 1 mm β Least accurate.
- (4) 0.001 mm β Micrometer level.
π Q51. In a simply supported beam, maximum bending moment occurs at
- (1) Supports β Zero at supports.
- (2) Midspan β Correct.
- (3) Ends β Incorrect.
- (4) None β No.
π Q52. Detention period in sedimentation tank?
- (1) 1β2 hours β Correct.
- (2) 8β10 hours β Too high.
- (3) 24 hours β For storage tanks.
- (4) 0.5 hour β Too low.
π Q53. Safe bearing capacity depends on
- (1) Type of soil β Correct.
- (2) Moisture content β Affects SBC.
- (3) Footing shape β Affects distribution.
- (4) All of the above β Correct Answer.
π Q54. Highest frictional resistance in pipe occurs in
- (1) Laminar flow β Least resistance.
- (2) Critical flow β Unstable region.
- (3) Turbulent flow β Correct.
- (4) Uniform flow β Not a friction category.
π Q55. For maximum shear stress theory (Tresca), failure occurs when?
- (1) Maximum principal stress exceeds limit β Rankine theory.
- (2) Shear strain energy exceeds limit β Not Tresca.
- (3) Max shear stress reaches shear strength β Correct.
- (4) Bulk modulus decreases β Irrelevant.
π Q56. Bulking of sand occurs due to?
- (1) Moisture coating on grains β Correct.
- (2) Organic matter β No.
- (3) Clay content β Irrelevant.
- (4) Temperature β Does not cause bulking.
π Q57. A culvert is a structure used for
- (1) Carrying road over river β That is a bridge.
- (2) Carrying water under road β Correct.
- (3) Traffic control β No.
- (4) Drainage basin β Not a structure.
π Q58. Traffic rotary is provided to reduce
- (1) Accidents β Yes.
- (2) Conflict points β Correct.
- (3) Congestion β Helps reduce.
- (4) All of the above β Correct Answer.
π Q59. Minimum width of a two-lane road as per IRC?
- (1) 7.5 m β Correct.
- (2) 6.0 m β Single lane width.
- (3) 3.75 m β One-lane width.
- (4) 10 m β Not standard.
π Q60. Fluid with constant viscosity?
- (1) Newtonian fluid β Correct.
- (2) Non-Newtonian β Variable viscosity.
- (3) Ideal fluid β Zero viscosity.
- (4) Real fluid β Has viscosity but not constant.
β Part 4 (Q61βQ80) available on request.