Home» Online Test » Civil Engineering » Online Exam 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard) Get fresh, new questions in each attempt.(4100+ Question Bank Pool) Total Questions: 50 Time Allotted: 40 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. The minimum basic runway length of class 'E' type airport is a) 400 m b) 600 m c) 750 m d) 1500 m 2 / 50 2. From the end of an instrumental runway, the approach surface rises outwards a) 1 in 20 b) 1 in 30 c) 1 in 40 d) 1 in 50 3 / 50 3. The capacity of an airport depends upon: a) Maximum acceptable delay for departing aircraft b) Number of taxiways available c) Both of the above d) None of the above 4 / 50 4. When a number of columns are constructed in a row, the type of foundation generally provided is: a) raft foundation b) pile foundation c) grillage foundation d) strip foundation 5 / 50 5. For reinforced cement concrete lintels and slabs, the nominal size of coarse aggregates should not exceed? a) 10 mm b) 15 mm c) 20 mm d) 40 mm 6 / 50 6. Curing of concrete: a) reduces the shrinkage of concrete b) prevents the properties of concrete c) prevents loss of water by evaporation d) all of the above 7 / 50 7. If the effective working time is 7 hours and the per batch time of concrete is 3 minutes, the output of a concrete mixer of 150-liter capacity is: a) 15,900 liters b) 16,900 liters c) 17,900 liters d) 18,900 liters 8 / 50 8. Standard deviation when the optimistic time is 1 day, pessimistic time is 11 days, and most likely time is 3 days: a) 2 days b) 3.5 days c) 3 days d) 1.67 days 9 / 50 9. The weakness in bar charts is: a) The various activities are interdependent b) Uncertainty in duration for various activities c) The sequence of activities is not very clear d) All of the above 10 / 50 10. Performance security is necessary: a) After contract agreement to a successful bidder b) Before bid opening to all bidders c) During bid opening to all bidders d) Before contract agreement to successful bidders 11 / 50 11. A piece of sawn timber whose cross-sectional dimensions exceed 5 cm in one direction and 20 cm in the other direction is called a a) cant b) deal c) bauk d) strip 12 / 50 12. The maximum percentage of clay content for making good tiles is about a) 20% b) 30% c) 40% d) 50% 13 / 50 13. *The stone that exhibits the highest compressive strength is a) slate b) gneiss c) limestone d) granite 14 / 50 14. Tripoli is a type of a) igneous rock b) sedimentary rock c) metamorphic rock d) none of the above 15 / 50 15. Circles of small radii are drawn by means of a: a) Straight bar b) Bow compass c) Lengthening bar d) Drop compass 16 / 50 16. Title block gives information about: a) Title of the drawing b) Scale used for the drawing c) Serial number of the drawing d) All of the above 17 / 50 17. Uses of the T-square, set squares, scale, and protractor are combined in the: a) Set-square b) Drafting machine c) Compass d) None of the above 18 / 50 18. The depreciation of the value of the building costs are generally not considered for the initial: a) First year of the building b) Two years of the building c) Five years of the building d) Twenty years of the building 19 / 50 19. Providing and assembling in position false work for the construction of RCC superstructure is measured in: a) Meter b) Square meter c) Cubic meter d) Kg 20 / 50 20. If the payment of annuity begins after some years in the future, it is known as a) Substitute agency b) Debitable agency c) Secondary agency d) Creditable agency 21 / 50 21. If the cross slope of the terrain is more than 60%, it is classified as a) plain b) rolling c) mountains d) steep 22 / 50 22. Which of the following is not true about highway drainage? a) excess moisture in causes chemical reactions in sub grade and pavement materials b) excess moisture in the sub grade causes its instability c) excess moisture in the sub grade causes variation in the volume of the sub grade d) excess moisture in stabilized soil and water-bound macadam reduces the strength of the pavement 23 / 50 23. In hill roads, the minimum sight distance required is a) stopping sight distance b) passing sight distance c) breaking distance d) none of the above 24 / 50 24. *1 m head is equivalent to a) 0.1 kg/cm^2 b) 0.2 kg/cm^2 c) 0.3 kg/cm^2 d) 0.4 kg/cm^2 25 / 50 25. *An orifice is called a large orifice if the water head is a) two times the diameter of the pipe b) three times the diameter of the pipe c) four times the diameter of the pipe d) five times the diameter of the pipe 26 / 50 26. *Bernoulli's equation is applied to a) venturimeter b) orifice meter c) pitot tube d) all of the above 27 / 50 27. Velocity of flow may be determined using: a) division of discharge to the area of flow b) product of area and discharge divided by 100 c) product of wetted perimeter and hydraulic radius d) all of the above 28 / 50 28. The silting in a channel occurs due to a) defective outlet b) defective head regulator c) channel not in regime d) all of the above 29 / 50 29. If the top width is provided for the roadway, the resultant force for full reservoir condition will a) shift towards the heel b) shift towards the toe c) remain stationary d) none of the above 30 / 50 30. The forces considered for the analysis of an elementary profile of a gravity dam under an empty reservoir condition are a) uplift pressure b) water pressure c) self-weight d) earthquake pressure 31 / 50 31. *The simple bending equation is a) M/y = σ/I = E/R b) M/I = σ/y = E/R c) M/R = σ/y = E/R d) none of the above 32 / 50 32. The crippling load for a column with both ends hinged is a) πΕΙ/ L^2 b) π^2EI/4L^2 c) π^2EI/L^2 d) 4π^2EI/L^2 33 / 50 33. The limit of proportionality depends upon a) area of cross-section b) types of loading c) types of material d) none of the above 34 / 50 34. The effective length of a column if both ends are hinged a) L b) 0.5L c) 2L d) 4L 35 / 50 35. *Fatigue is the failure of a material under: a) constant loads but occasionally well above static load b) varying loads, well below ultimate static load c) constant loads well below ultimate static load d) varying loads well above ultimate static load 36 / 50 36. A soil sample contains a degree of saturation of 30%, find the percentage of air voids a) 70% b) 30% c) 60% d) 50% 37 / 50 37. The angle of internal friction of clay is about a) 5-20° b) 24-30° c) 27-33° d) 30-35° 38 / 50 38. Which is the correct definition of soil in the geotechnical engineer's point of view? a) Soil is the top surface of the earth where plants can grow. b) Soil is the unconsolidated material consisting of particles produced by the disintegration of rock, which may or may not contain organic matter. c) Soil is the relatively thin surface zone that can contain moisture. d) None of the above. 39 / 50 39. Which of the following is responsible for the shear resistance in soils? a) Intergranular friction b) Cohesion and adhesion between the soil particles c) Both (a) and (b) of the above d) None of the above 40 / 50 40. Stability analysis shall be made considering: a) Total stresses b) Normal stresses c) Effective stresses d) Shear stresses 41 / 50 41. Dimensions of a beam need to be changed if the shear stress is more than a) 10 kg/cm² b) 15 kg/cm² c) 20 kg/cm² d) 25 kg/cm² 42 / 50 42. A rigid frame is a structure composed of members which are connected by a) a single rivet b) rigid joints c) simple bearing d) none of the above 43 / 50 43. The slope of weep hole is generally provided at (spacing- 1.5 to 3.0m) a) 1 in 4 b) 1 in 8 c) 1 in 16 d) 1 in 32 44 / 50 44. In a closed traverse, the algebraic sum of deflection angles is a) 0° b) 360° c) (2n-4) 90° d) (2n+4) 90° 45 / 50 45. An operation for determining the relative elevations of different points on the surface of the earth is known as a) leveling b) simple leveling c) differential leveling d) longitudinal leveling 46 / 50 46. The error eliminated by taking the mean of both face observations is a) error due to eccentricity of verniers b) error due to imperfect adjustment of levels c) error due to the line of collimation not being perpendicular to the horizontal axis d) all of the above 47 / 50 47. The types of pump suitable for water as well as sewage a) rotary pump b) centrifugal pump c) reciprocating pump d) impulse pump 48 / 50 48. A 1 m cast iron pipe carries a discharge of 0.785 cum/sec, the velocity of flow will be a) 0.9 m/sec b) 1.0 m/sec c) 1.2 m/sec d) none of the above 49 / 50 49. The minimum size of a fire hydrant is: a) 5 cm b) 10 cm c) 15 cm d) 50 cm 50 / 50 50. Designation of GI pipe is done with: a) internal diameter b) external diameter c) center line d) none of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy The Complete Civil Engineering MCQ PDF for Offline Study