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 number of traverse rows of light in the approach lighting near the threshold (As per Calvert & ICAO) is a) 6 & 28 b) 28 & 6 c) 29 & 21 d) 21 & 29 2 / 50 2. Maximum difference in elevation between the highest and lowest point of the runway divided by the total length of the runway is known as a) Effective gradient b) Longitudinal gradient c) Maximum gradient d) Minimum gradient 3 / 50 3. Beaufort scale measures the velocity (km/h) of the wind at a height of a) 10 m b) 20 m c) 30 m d) 40 m 4 / 50 4. The insoluble residue in cement should be: a) Less than 10% b) Less than 5% c) Less than 3% d) Less than 1.5% 5 / 50 5. For the construction of thin R.C.C. structures, the type of cement to be avoided is: a) Ordinary Portland cement b) Rapid hardening cement c) Low heat cement d) Blast furnace slag cement 6 / 50 6. In horizontal D.P.C., the thickness of cement concrete (1:2:4) is kept: a) 2.5 cm b) 4.0 cm c) 6.0 cm d) 8.0 cm 7 / 50 7. Negative skin friction of piles is predominant in a) friction piles in sand b) friction piles in soft clays c) piles resting on hard soils d) friction on bearing piles 8 / 50 8. Residential buildings are treated as: a) Light construction b) Heavy construction c) Industrial construction d) None of the above 9 / 50 9. Muster rolls are used for: a) To pay wages of workers employed on a daily basis b) To record the daily construction activities c) To evaluate the construction activities d) To evaluate the performance of workers 10 / 50 10. The time by which the particular activity can be delayed without affecting the preceding and succeeding activities is known as: a) Interfering float b) Independent float c) Total float d) Free float 11 / 50 11. Plywood is generally available a) 1 mm thick b) 2 mm thick c) 2 to 3 mm d) 3 to 4 mm thick 12 / 50 12. Portland cement manufactured from pure white chalk and clay but free from iron oxide is known as a) low heat Portland cement b) quick setting cement c) white cement d) none of the above 13 / 50 13. *In a well-seasoned timber, the moisture content will be in the range of a) 20-25% b) 15-20% c) 10-12% d) 5-7% 14 / 50 14. *The commonly used raw material in the manufacture of cement is a) slate b) sandstone c) limestone d) basalt 15 / 50 15. Topographic map is used to represent: a) Artificial detail b) Natural detail c) Construction detail d) All of the above 16 / 50 16. The width of the standard A-series drawing paper such as A4, A3, A2 .... is: a) 1/3 times the length of the paper b) 1/√2 times the length of the paper c) 1/2 times the length of the paper d) 1/√3 times the length of the paper 17 / 50 17. A plane other than horizontal and vertical, placed at any angle to the principal planes is: a) Reference plane b) Profile plane c) Auxiliary plane d) Defragmented plane 18 / 50 18. The gradual accumulation of amounts by way of annual periodic deposits, which is meant for the replacement of the structure at the end of its useful life period, is known as a) Annuity depreciation b) Depreciation c) Sinking fund d) Solatium 19 / 50 19. During the calculation of RCC, the amount of steel deducted is a) 3% of the total steel b) 5% of the total steel c) 10% of the total steel d) 0% of the total steel 20 / 50 20. The portion which is wrongly excavated by the contractor is to be filled a) The earth excavated from the same pit b) the earth excavated from a borrow pit for away from the site c) concrete as specified d) brick masonry 21 / 50 21. On the pavement with parabolic camber, the angle of inclination of vehicles will be a) more at the edges b) less at the edges c) more at the crown d) all of the above 22 / 50 22. Traffic signs and devices should be placed within a cone of a) 3┬░ b) 10┬░ c) 15┬░ d) 20┬░ 23 / 50 23. An endoscope is used to determine a) average speed b) spot speed c) space mean speed d) time mean speed 24 / 50 24. *Stoke is the unit of a) surface tension b) viscosity c) kinematic viscosity d) none of the above 25 / 50 25. If the density of a fluid changes from point to point in a flow region, it is called a) steady flow b) unsteady flow c) non-uniform flow d) compressible flow 26 / 50 26. The depth of flow after the hydraulic jump is a) d2 = d1/2 [√1+8(Fe)1^2 -1] b) d1 = d2/2 [√1+8(Fe)1^2 -1] c) d2 = d1/3 [√1+8(Fe)1^2 -1] d) d2 = d1/2 [√1+2(Fe)1^2 -1] 27 / 50 27. If the velocity in a fluid flow changes with respect to the length of the direction of the flow, it is called a) unsteady flow b) compressible flow c) rotational flow d) none of the above 28 / 50 28. The method for training of rivers is a) groynes b) guide bank c) pitched banks d) all of the above 29 / 50 29. The proportion of silt, water, and the size of silt particles carried depend upon a) slope b) nature of the surface soil c) rainfall in the catchment area d) all of the above 30 / 50 30. *The maximum amount of water required in the case of paddy is at the time of a) puddling b) seeding c) harvesting d) flowering 31 / 50 31. *Proof resilience is the greatest stored energy at a) limit of proportionality b) elastic limit c) plastic limit d) yield point 32 / 50 32. *Dead load of a member is the a) one that remains constant b) one that occurs due to the dead body c) one that comes all of a sudden d) one that comes due to the self-weight of the object 33 / 50 33. *The shear force and bending moment are related by a) V = M/Z b) V = MY/I c) V = dM/dx d) V = Mdx 34 / 50 34. The difference between SF values at any two sections will be equal to a) the area of bending moment between the two sections b) the difference between the slopes of the curve of the loading diagram at two sections c) the ordinate of shear force diagram at one section plus the slope of the loading diagram multiplied by the distance between two sections d) the area of the loading diagram between those two sections 35 / 50 35. The maximum bending moment caused by a large number of equally spaced identical loads on a simply supported beam is (W = wL) a) WL/6 b) WL/8 c) WL/16 d) WL/2y 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 ratio of volume of voids to the total volume of the given soil mass is known as a) Porosity b) Void ratio c) Specific gravity d) Water content 38 / 50 38. The bottom plug in well foundation is used: a) To seal off the water b) For stable resting c) To transfer load from the steining to the soil d) Create a working place in the well 39 / 50 39. Hygroscopic water can be removed by a) Gravity flow b) Free flow c) Heating d) All of the above 40 / 50 40. Base failure refers to a failure surface that: a) Is above the toe of the slope b) Includes the toe of the slope c) Is below the toe of the slope d) None of the above 41 / 50 41. An under-reinforced section means a) steel is provided at the underside only b) steel provided is insufficient c) steel provided on one face only d) steel will yield first 42 / 50 42. Distribution reinforcement in a simply supported slab is provided to distribute a) load b) temperature stress c) shrinkage stress d) all of the above 43 / 50 43. The reinforcement is bent at an inclination of angle at the ends of the beam a) 45° b) 60° c) 135° d) 90° 44 / 50 44. The most probable value of an observed quantity available from a given set of observations is the one for which the sum of the square of errors is a minimum. This statement is called a) the principle of least square b) the law of errors c) the principle of square errors d) none of the above 45 / 50 45. The distance between terminal points computed from a subsidiary traverse run between them is known as a) traverse base b) transverse base c) corrected base d) traverse length 46 / 50 46. An instrumental error in compass survey is because a) inaccurate leveling b) variation in declination c) no counterweight provision to counteract dip d) local attraction due to base current-carrying conductors 47 / 50 47. In the above problem 151, using Manning's formula with n = 0.014 then the hydraulic gradient will be a) 1:200 b) 1:400 c) 1:800 d) 1:1000 48 / 50 48. A goose neck is: a) a bent flexible pipe between ferrule and stop cock b) a T-shaped brass between ferrule and water meter c) a straight G.I. pipe between the service pipe and stop cock d) a bent rigid pipe between the service pipe and water meter 49 / 50 49. Drop manholes are provided on sewers in: a) hilly towns b) plain towns c) manholes are deep d) none of the above 50 / 50 50. The pressure at the inlet and outlet in a break pressure tank is a) zero and 1 m b) 1 m and zero c) zero and zero d) 1 m and 1 m 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