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. Pick up the incorrect statement from the following a) Channelization of pavement is caused by the constant use of tri-cycle gears of the aircraft b) Blast pads are used over cohesionless soils to resist erosion due to the tremendous speed of the jet blast c) Over-run areas of at least 300 m length on either side of the runway are provided d) None of the above 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. Pick up the correct statement from the following: a) Runway edge from the landing side is called the threshold b) Localizer indicates to the pilot his position with respect to the proposed alignment c) The glide slope indicates the correct angle of descent d) All of the above 4 / 50 4. The arrangement of supporting an existing structure by providing supports underneath is known as: a) shoring b) underpinning c) jacking d) piling 5 / 50 5. The final operation of finishing floors is known as: a) Floating b) Screeding c) Troweling d) None of the above 6 / 50 6. The roof suitable in plains where rainfall is merge and temperature is high is: a) Hipped roof b) Gambrel roof c) Flat roof d) Mansard roof 7 / 50 7. The 9 cm x 9 cm side of a brick as seen in the wall face is generally known as: a) stretcher b) face c) front d) header 8 / 50 8. The minimum number of consulting firms for the direct purchase of services is: a) 2 b) 3 c) 4 d) 5 9 / 50 9. The maximum amount of project cost after the price adjustment should not exceed: a) 15% b) 20% c) 25% d) 30% 10 / 50 10. If D is the duration, ES and EF are the earliest start and earliest finish time, LS and LF are the latest start and latest finish time, then the following relation holds good: a) EF = ES + D b) LS = LF - D c) LF = LS + D d) All of the above 11 / 50 11. A slow-setting cement has a higher percentage of a) tricalcium aluminate b) tricalcium silicate c) dicalcium silicate d) gypsum 12 / 50 12. *Workability of concrete is increased due to an excess of a) cement b) water c) round aggregate d) all of the above 13 / 50 13. *Workability is tested by a) slump test b) vee bee test c) C.F. test d) all of the above 14 / 50 14. Inner part of the timber log as touching the pitch is called a) sapwood b) cambium layer c) heartwood d) bark 15 / 50 15. Drawing board is made of: a) Well-seasoned softwood b) Well-seasoned hardwood c) Moistened softwood d) Moistened hardwood 16 / 50 16. The main objective of writing letters/alphabets on the drawing is to make the drawing: a) More fantastic b) More informative c) More expensive d) All of the above 17 / 50 17. 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 18 / 50 18. When engineering departments undertake the works of other departments, the amount charged toward design, supervision, and execution, etc., is called a) Work-charged establishment b) Contingencies c) Service charge d) Centage charge 19 / 50 19. Which one information is not found in specification? a) Nature of works b) Quality of materials c) Types of workmanship d) Dimension 20 / 50 20. Bill of quantities is prepared based on: a) Actual construction quantities b) Estimated quantities c) Variation in estimated quantities d) None of the above 21 / 50 21. The initial application of a binder to an existing surface given to ensure through bond between the new construction and the existing is called a) basic coat b) prime coat c) tack coat d) seal coat 22 / 50 22. The maximum speed on the road depends upon the type of a) highway b) road surface c) curves d) all of the above 23 / 50 23. An ideal pavement is constructed with: a) pre-mix carpeting b) brick soling c) reinforcement concrete d) base course 24 / 50 24. *The rate of flow through a venturimeter varies as a) H^1/2 b) H^3/2 c) H^4/2 d) H^5/2 25 / 50 25. If the Froude number in open channel flow is equal to 1.0, the flow is called a) critical flow b) streaming flow c) shooting flow d) none of the above 26 / 50 26. *Molecules of fluids get attracted due to a) capillary action b) surface tension c) adhesion d) cohesion 27 / 50 27. Total pressure on the top of a closed cylindrical vessel completely filled with liquid is directly proportional to a) radius b) (radius)^2 c) (radius)^3 d) (radius)^4 28 / 50 28. *Single bank canal is the other name for a) ridge canal b) contour canal c) side slope canal d) none of the above 29 / 50 29. *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 30 / 50 30. *Bed bars in a canal are provided a) to raise the supply level b) to measure the discharge c) to watch the general behavior of the canal d) to control the silting 31 / 50 31. *The bending moment at a section tends to bend or deflect the beam and internal stresses resist its bending. The resistance offered by the internal stress to the bending, is called: a) compressive stress b) shear stress c) bending stress d) elastic modulus 32 / 50 32. Permanent set is a) the force that acts permanently on the body b) irrecoverable deformation in the body c) the shape of the member just after the completion of construction d) the ratio of Poisson's ratio to Young's modulus 33 / 50 33. What is strain energy? a) stress x strain b) volume x stress x strain c) energy that is spent for straining a body d) energy stored in a body because of being strained 34 / 50 34. Longitudinal cracks observed in timber beams are due to a) high bending stresses b) application of concentrated loads over the beam c) shear failure between the layers d) timber not being in compression 35 / 50 35. If the elasticity of the material is zero then the material is said to be a) rigid b) perfect c) plastic d) all of the above 36 / 50 36. The critical exit gradient of the seepage of water in a soil is a) (1-e) / (G-1) b) (G+e) / (1+e) c) (G-1)/(1+e) d) None of the above 37 / 50 37. The soil having minimum/least bearing capacity is: a) Moist clay b) Sandy soil c) Rock soil d) Silt clay 38 / 50 38. Soil transported by water and deposited at the bottom of the lake is known as a) Alluvial soil b) Lacustrine soil c) Loess d) Dune sand 39 / 50 39. The ratio of the difference between the void ratio of the soil in its loosest and its natural state and fully dense state is termed as a) Degree of density b) Density index c) Relative density d) Any of the above 40 / 50 40. Compression of soils occurs rapidly if voids are occupied by a) Air b) Water c) Partly air and partly water d) None of the above 41 / 50 41. In a column, the pitch of the ties shall be a) least lateral dimension of the column b) 16 x θ of the smallest longitudinal bar c) 48 x θ of the transverse reinforcement d) least of the above 42 / 50 42. The transverse shear reinforcement in RCC beams can be provided as a) ties b) closed loops only c) open or closed loops d) helical loops 43 / 50 43. The approximate ratio of the direct tensile strength to flexural strength is a) 0.25 b) 0.33 c) 0.5 d) 0.90 44 / 50 44. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be a) 3.827m b) 3.83m c) 3.834m d) 3.384m 45 / 50 45. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for: a) horizontal sights b) inclined sight upwards c) inclined sight downwards d) none of the above 46 / 50 46. The true bearing of a line can be calculated as (Where the declination is to the east.) a) true bearing = magnetic bearing ± magnetic declination b) true bearing = magnetic bearing + magnetic declination c) true bearing = magnetic bearing - magnetic declination d) none of the above 47 / 50 47. The water supply demand in a fully plumbed system in Nepal context a) 45 lpcd b) 65 lpcd c) 112 lpcd d) 135 lpcd 48 / 50 48. Velocity of flow through a grit chamber is: a) 30 to 60 cm/sec b) 30 to 60 cm/min c) 15 to 45 cm/sec d) 15 to 45 cm/min 49 / 50 49. An egg-shaped section of sewer: a) is economical than a circular section b) is more stable than a circular section c) provides self-cleansing velocity at low discharge d) all of the above 50 / 50 50. The types of pump suitable for water as well as sewage a) rotary pump b) centrifugal pump c) reciprocating pump d) impulse pump 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