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 types of hanger used for parking a large-size aircraft are called a) Mouth hanger b) Nose hanger c) Eye hanger d) Ear hanger 2 / 50 2. The purpose of the apron in an aircraft is a) Parking & fueling b) All of the above c) Loading & unloading of passengers d) Loading & unloading of cargo 3 / 50 3. The best direction of a runway is along the direction of a) Longest line on wind rose diagram b) Shortest line on the wind rose diagram c) Line clear of the wind rose diagram d) None of the above 4 / 50 4. Flexible material used for damp proofing is: a) bitumen sheeting b) mastic asphalt c) cement concrete d) slate 5 / 50 5. The number of treads in a flight is equal to? a) Risers in the flight b) Risers plus one c) Risers minus one d) None of the above 6 / 50 6. A wooden block fixed on the back side of a door frame on its post is known as: a) Rebate b) Reveal c) Stop d) Cleat 7 / 50 7. The allowable clay silt in sand for mortar is: a) 4 to 6% b) 6 to 8% c) 8 to 10% d) 10 to 14% 8 / 50 8. Latest start of the activity is always: a) Less than or equal to the latest event time of the preceding node b) More than or equal to the latest event time of the preceding node c) Equal to the latest event time of the preceding node d) None of the above 9 / 50 9. The square root of the variance is known as: a) Deviation b) Standard deviation c) Mode d) None of the above 10 / 50 10. The benefit of the PERT network is taken by the management in: a) Formulating a new schedule b) Coordinating various tasks c) Readjusting the time to meet the target d) All of the above 11 / 50 11. Marble is found in a) mechil b) bagmati c) koshi d) none of the above 12 / 50 12. The discoloration and formation of white deposits due to the presence of a relatively large proportion of soluble salts in bricks is known as a) bloating b) chuffs c) efflorescence d) nodules 13 / 50 13. *Shingle is a) decomposed laterite b) crushed granite c) water-bound pebbles d) air weathered rock 14 / 50 14. *The percentage of carbon in cast iron is: a) 0.70% b) 1.2 to 1.7% c) 1.20% d) 2 to 4.5% 15 / 50 15. Vertical lines are drawn: a) Top to bottom b) Bottom to top c) Both (a) and (b) above d) None of the above 16 / 50 16. Concept drawing is normally provided for the work of: a) Tender b) Construction c) Revise estimate d) All of the above 17 / 50 17. The diameter of the semi-circle is called: a) Diameter of protractor b) Base of protractor c) Length of protractor d) None of the above 18 / 50 18. The approximate weight of one cubic meter of mild steel is a) 1000 kg b) 2400 kg c) 1400 kg d) 7850 kg 19 / 50 19. A document showing the list of quantity of various items of works required for the completion of any project is known as a) Schedule of quantity b) Schedule of rates c) Analysis of rate d) Abstract estimate 20 / 50 20. Method of calculating the quantity if which out to out and in to in lengths are considered regardless of calculating through the total center line of the walls, and useful of different thicknesses is called: a) Center line method b) Crossing method c) Long wall and short wall method d) Differentiated method 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. Best road suitable for pneumatic & iron-wheeled vehicles is a) earth road b) WBM road c) bituminous road d) concrete road 23 / 50 23. Radius of the curve is decided based on a) design speed b) super elevation c) co-efficient of friction d) all of the above 24 / 50 24. A substance which deforms continuously under the action of shear stress is called a) fluid b) liquid c) solid d) gas 25 / 50 25. *Hydraulic gradient line (H.G.L.) represents the sum of a) pressure head and kinetic head b) kinetic head and datum head c) pressure head, kinetic head, and datum head d) pressure head and datum head 26 / 50 26. *Bernoulli's theorem deals with the law of conservation of a) energy b) all of the above c) mass d) momentum 27 / 50 27. *To measure very low pressure, we use: a) barometers b) piezometers c) monometers d) differential manometers 28 / 50 28. According to Lacey's theory, the silt supporting eddies are generated from a) the bottom of the channel b) the side of the channel c) both (a) and (b) above d) none of the above 29 / 50 29. *The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal is called a) a syphon b) aqueduct c) syphon aqueduct d) super passage 30 / 50 30. *A river training work is generally required when the river is a) aggrading type b) degrading type c) meandering type d) stable type 31 / 50 31. *"A simply supported beam of span L carries a uniformly distributed load W. The maximum bending moment, M is: a) WL/2 b) WL/4 c) WL/8 d) WL/16 32 / 50 32. *Hooke's law holds good up to: a) Yield point b) Plastic limit c) Elastic limit d) Breaking point 33 / 50 33. The zone between the elastic limit and proportional limit on the elastic curve of an elastic material is known as a) linear elastic zone b) non-linear elastic zone c) plastic zone d) none of the above 34 / 50 34. *The rate of change of shear force is called a) bending moment b) slope c) deflection d) intensity of load 35 / 50 35. The ratio of moment of inertia of a square section to that of a circular section for a given depth is given by a) <1 b) >1 c) 1 d) none of the above 36 / 50 36. The seepage flow through a porous medium is generally a) Turbulent b) Supercritical c) Transitional d) Laminar 37 / 50 37. Generally, soils are considered as a) Single-phase system b) Two-phase system c) Three-phase system d) None of the above 38 / 50 38. The structure that derives its stability due to self-weight is: a) Sheet pile wall b) Bulkhead c) Cantilever retaining wall d) Masonry retaining wall 39 / 50 39. The seepage force in the soil is a) Parallel to equipotential line b) Perpendicular to equipotential line c) Perpendicular to flow line d) None of the above 40 / 50 40. Saturated soil is concerned with a) Two-phase system b) Three-phase system c) One-phase system d) All of the above 41 / 50 41. Weight of steel per cubic meter (m³) a) 1000 kg b) 2000 kg c) 7850 kg d) 8850 kg 42 / 50 42. Large size aggregate is better in yield high strength but in no case greater than a) 2/3 of the minimum thickness of the member b) 1/3 of the minimum thickness of the member c) 3/4 of the minimum thickness of the member d) 1/4 of the minimum thickness of the member 43 / 50 43. If a beam is loaded transversely the maximum compressive stress develops on a) top fibre b) neutral axis c) bottom fibre d) every cross-section 44 / 50 44. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination a) 10°E b) 10°W c) 0° d) none of the above 45 / 50 45. Contour lines look to cross each other in the case of a) a dam of vertical face b) an overhanging cliff c) a steep hill d) a deep valley 46 / 50 46. The maximum permissible difference allowed while taking down the fore bearing and back bearing of a line is a) 15' b) 15" c) no such limit d) 1° 47 / 50 47. In strainer type wells a) the flow is radial b) the flow is spherical c) area of flow depends upon the size of the cavity d) all of the above 48 / 50 48. Advantage of pressure conduits is a) flow is independent of the grade of the hydraulic grade line b) economical since it follows a shorter path c) less chance of water pollution as it is closed d) all of the above 49 / 50 49. To compensate for losses, thefts, and wastage of water, an allowance made of (as per NWSC) a) 5% b) 10% c) 15% d) 35% 50 / 50 50. In a circular sewer if depth of flow is 0.2 times the full depth, the nominal gradient: a) is only provided b) is doubled c) three 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