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. For a cantilever beam, the span to effective depth ratio is generally restricted to a) 7 b) 10 c) 15 d) 20 2 / 50 2. To prevent warping of the board,......are cleated at its back: a) Packing b) Wooden block c) Batten d) None of the above 3 / 50 3. Sluice valves in main water supplies are a) used to regulate the flow b) spaced about 5 km apart c) generally provided at the summits d) all of the above 4 / 50 4. Honeycombed structure is found in a) Gravels b) Coarse sands c) Fine silt and clays d) Highly plastic clays 5 / 50 5. While performing attrition and Los Angeles abrasion tests, the minimum weight of stones to be used should be a) 5 kg b) 2 kg c) 8 kg d) 7.5 kg 6 / 50 6. The volume of concrete for a reinforced concrete isolated sloped footing with top and bottom areas equal to A1 and A2 and with a height equal to h is given by: a) V = h/2 [A1+A2+(√A1A2)] b) V = h/3 [A1+A2+(√A1A2)] c) V = h/3 [A1+A2] d) V = h/3 [A1+A2+2A1A2] 7 / 50 7. The ratio of plasticity index to clay fraction is known as a) Activity ratio or number b) Flow index c) Liquidity index d) Toughness index 8 / 50 8. Water belongs to a) compressible fluids b) none of the above c) Newtonian fluids d) non-Newtonian fluids 9 / 50 9. Under strap footing, individual footings are connected by: a) PCC beam b) strap beam c) column d) raft 10 / 50 10. A drawback of a bar chart is: a) It is difficult to judge whether an activity is completed or not b) All the activities represented are independent of each other c) The sequence of activities is not clearly defined d) It is not possible to judge whether the activity is ahead or behind the schedule. 11 / 50 11. Minimum thickness of the base of a flexible pavement is a) 10 cm b) 15 cm c) 20 cm d) 25 cm 12 / 50 12. Ramp is a a) wheeled staircase b) sloped road c) both sides of the runway d) all of the above 13 / 50 13. The numerical value of vorticity is.....of the rotation a) twice b) thrice c) same d) all of the above 14 / 50 14. *A member with a cross section of a mm^2 is subjected to a force of P N. It is L mm long and of Young's Modulus, E N/mm^2. The strain will be a) PL/AE(n/mm) b) PA/LE(N/mm^2) c) P/AE(mm/mm) d) AP/LE(mm/mm) 15 / 50 15. A heavy metal having non-toxic property a) lead b) copper c) zinc d) silver 16 / 50 16. The ratio of the effective length of a column and the minimum radius of gyration of its cross-sectional area is known as a) buckling factor b) slenderness ratio c) crippling factor d) none of the above 17 / 50 17. The smaller angle which a survey line makes with the true meridian is known as a) altitude b) azimuth c) declination d) dip 18 / 50 18. For a column, with both ends fixed, the crippling load will be equal to a) 2P b) 4P c) P/8 d) P/16 19 / 50 19. The pressure-void ratio curve will be a) Linear when plotted on ordinary paper b) Linear when plotted on semi-log paper c) Linear when plotted on log-log paper d) None of the above 20 / 50 20. Detail drawings are used to: a) Show all the necessary information needed b) Show relevant partial information c) Both of the above d) None of the above 21 / 50 21. The minimum length of the bar which must be embedded in concrete beyond any section to develop bond is a) development length b) lap length c) splice length d) curved length 22 / 50 22. The pipe used to carry discharge from sanitary fittings like bathrooms, kitchens, etc., is: a) waste pipe b) soil pipe c) vent pipe d) anti-siphonage pipe 23 / 50 23. The thickness of adsorbed layers of soil is measured in a) Angstroms b) cm c) mm d) Micron 24 / 50 24. The moment of inertia of a triangular section b x h about the c-g is a) bh^3 / 12 b) bh^3 / 18 c) bh^3/36 d) all of the above 25 / 50 25. The initial and final setting times of quick setting cement are a) 15 minutes and 45 minutes b) 20 minutes and one hour c) 5 minutes and 30 minutes d) 5 minutes and 10 minutes 26 / 50 26. ...... is used for drawing curves which can't be drawn by a compass. a) Bow compass b) Protractor c) French curve d) Scale 27 / 50 27. Vertical drop fall is satisfactory for a drop up to a) 0.5 m b) 1.0 m c) 1.5 m d) 2.0 m 28 / 50 28. A dividing strip in the middle of the roadway is called a) central strip b) median strip c) mid strip d) road center 29 / 50 29. In CGI sheet roofing, the overlap along the length of the sheet should not be less than? a) One corrugation b) One and a half corrugation c) Two corrugation d) None of the above 30 / 50 30. The technique of finding the fair price of an existing building or property is known as a) Estimation b) Valuation c) Pricing d) Costing 31 / 50 31. The minimum head loss will occur in a) orifice meter b) venturimeter c) nozzle meter d) none of the above 32 / 50 32. The fineness of cement is tested by: a) Le Chatelier's apparatus b) Sieve analysis/air permeability c) Vicat's needle d) Specific surface air permeability method 33 / 50 33. The ratio of elongations of a conical bar due to its own weight and that of a prismatic bar of the same length is a) 1/6 b) 1/5 c) 1/4 d) 1/3 34 / 50 34. A canal, designed to irrigate throughout the year, is a) permanent canal b) perennial canal c) continuous canal d) green canal 35 / 50 35. 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 36 / 50 36. Separation of water, sand, and cement slurry from freshly mixed concrete is known as: a) Bleeding b) Creeping c) Segregation d) Flooding 37 / 50 37. Absolutely soft waters are required for a) drinking b) boilers c) prevention of corrosion in pipes d) washing with synthetic detergent soap 38 / 50 38. Westerguard analysis is generally used for: a) sandy soils b) clayey soils c) cohesive soils d) none of the above 39 / 50 39. The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The coordinates of another runway are (4600, 5100) and (7000, 5300). The coordinates of the A.R.P are a) (6500, 6000) b) (5800, 5200) c) (6150, 5600) d) (8000, 7000) 40 / 50 40. The defect caused by the shrinkage of timber is a) crook b) cup and bow c) twist d) all of the above 41 / 50 41. The difference between the most probable value of a quantity and its observed value is a) conditional error b) true error c) residual error d) safe error 42 / 50 42. With the help of leveling, we measure a) horizontal angle b) vertical angle c) deflection angle d) none of the above 43 / 50 43. *Softening point test (x/y) for bitumen is done at a temperature of upper numeral indicates the softening temperature (x┬░C) while the lower numeral indicates a) viscosity b) softening point c) penetration d) flash point 44 / 50 44. Pick up the correct statement from the following a) The minimum turning radius of the aircraft decides the size of the apron and the radius of the curves at taxi-ends b) Takeoff and landing distances for an aircraft determine the minimum runway length c) The length of the normal haul of the aircraft decides the frequency of operation d) All of the above 45 / 50 45. *Critical depth is a) the depth corresponding to critical velocity b) the maximum permissible depth of a channel c) the depth corresponding to critical flow d) any of the above 46 / 50 46. Sand has minimum volume when: a) absolutely dry stage b) absolutely wet stage c) both of above d) none of the above 47 / 50 47. Minimum spacing between horizontal parallel reinforcements of the same size should not be less than a) one diameter b) two diameters c) three diameters d) four diameters 48 / 50 48. If the Froude number in open channel flow is less than 1.0, the flow is called a) critical flow b) super-critical flow c) sub-critical flow d) none of the above 49 / 50 49. The direct cost of a project with respect to normal time is: a) Maximum b) Minimum c) Zero d) Infinite 50 / 50 50. Toe failure is most likely in the case of: a) Steep slopes b) Gentle slopes c) All inclinations d) Very steep slopes Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 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