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 class A airport, the difference of reduced levels of the higher and lower edges of the conical surface is a) 25 m b) 50 m c) 75 m d) 100 m 2 / 50 2. Pick up the correct abbreviation from the following: a) I.L.S (Instrument Landing System) b) L.O.M. (Low Powered Outer Marker) c) L.M.M. (Low Powered Middle Marker) d) All of the above 3 / 50 3. In FY 2072/73, various accidents occurred, and there was a heavy loss of lives in Nepal. Among the various airports, which of the following is the most dangerous in Nepal? a) Suketar airport, Taplejung b) Tenjing-Hilleri airport, Solukhumbu c) Lukla airport, Jumla d) Jomsom airport, Mustang 4 / 50 4. Which of the following percentages is likely to be achieved in three weeks time for a well-cured cement structure's strength? a) 10% b) 65% c) 90% d) 100% 5 / 50 5. The load-bearing cantilever projection from the face of a masonry wall is called: a) header b) stretcher c) corbel d) cornice 6 / 50 6. Slump used for beam & slab for RCC: a) 0-25 b) 25-50 c) 50-100 d) 100-150 7 / 50 7. In the case of the foundation on black cotton soil, the most suitable method to improve the bearing capacity of soil is: a) increasing the depth b) draining the soil c) replacing the poor soil d) compacting the soil 8 / 50 8. The figure indicates: a) An event b) Activity c) Burst d) Merge 9 / 50 9. In PERT analysis, the actual performance of the task is known as: a) Activity b) Event c) Task d) Work 10 / 50 10. The figure indicates: a) An event b) Activity c) Burst d) Merge 11 / 50 11. *The process of heating the limestone to redness in contact with air is termed a) carbonation b) oxidation c) hydration d) calcination 12 / 50 12. The initial and final setting times of ordinary Portland cement are a) 30 minutes and 10 hr b) 15 minutes and 10 hr c) 15 minutes and 5 hr d) none of the above 13 / 50 13. The defects in the growth of timber are called a) shakes b) checks c) both (a) and (b) of above d) none of the above 14 / 50 14. The process of kneading clay, water, and other ingredients to make a brick is called a) moulding b) tempering c) pugging d) blending 15 / 50 15. The techniques for free-hand sketch to drawing a straight line is: a) Fixing two end points b) Fixing length of the line c) Fixing the center of the line d) All of the above 16 / 50 16. The isometric length of the edge of the cube is: a) More than the actual length b) Equal to the actual length c) Less than the actual length d) All of the above 17 / 50 17. The most important material for drawing is: a) Pencil and eraser b) Eraser & paper c) Paper & pencil d) None of the above 18 / 50 18. Full payment of the contractor is done a) After agreement b) After construction c) After maintenance d) All of the above 19 / 50 19. The unit rate of items written by the contractor in BOQ is in numeral as well as alphabetical form. Which one is preferred? a) numeral b) alphabetical c) both of the above d) none of the above 20 / 50 20. The unit of payment for A.C. sheet roofing is in a) cu m b) sq m c) metre d) quintal 21 / 50 21. The intermediate supports of a bridge are called a) abutment b) piers c) wing walls d) support walls 22 / 50 22. For iron-wheeled traffic, the best suitable pavement is a) flexible pavement b) rigid pavement c) earthen roads d) all of the above 23 / 50 23. Traffic surveys are carried out to a) know the types of traffic b) determine the traffic regulations c) design a proper drainage system d) all of the above 24 / 50 24. *The rate of flow through a V-notch varies as: a) H b) H<sup>1/2</sup> c) H<sup>3/2</sup> d) H<sup>5/2</sup> 25 / 50 25. *Head loss increases with a) an increase in velocity b) a decrease in velocity c) a decrease in length of the pipe d) an increase in the diameter of the pipe 26 / 50 26. 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 27 / 50 27. The numerical value of vorticity is.....of the rotation a) twice b) thrice c) same d) all of the above 28 / 50 28. *Drop structures in the canal are provided for a) providing a bridge b) energy dissipation c) maintaining ground slope d) creating high velocity 29 / 50 29. *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 30 / 50 30. In a non-gravity weir, the uplift pressure is resisted by a) weight of floor b) bending action of reinforced concrete floor c) punching action of the floor d) none of the above 31 / 50 31. *When the equal and opposite forces are applied to a body, tending to elongate it, then the stress produced is called a) compressive stress b) tensile stress c) shear stress d) longitudinal stress 32 / 50 32. The region of c/s of a column in which compressive load may be applied without producing tensile load is known as a) core b) more c) compression area d) tension area 33 / 50 33. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to a) bending moment b) (B.M)^2 c) (B.M)^3 d) (B.M) 34 / 50 34. *Young's modulus is the ratio of a) Volumetric stress/volumetric strain b) Lateral stress/lateral strain c) Longitudinal stress/ longitudinal strain d) Shear stress/ shear strain 35 / 50 35. Euler's formula for a column of length 1, with one end fixed and other hinged is a) P= 2π^2EI/l^2 b) P = π^2EI/4l^2 c) P= 4π^2EI/l^2 d) none of the above 36 / 50 36. The curve A, B, and C shown in fig below are respectively the stress-strain curves for stress of a) Dense sand, clay, and loose sand b) Dense sand, loose sand, and clay c) Loose sand, dense sand, and clay d) Clay, loose sand, and dense sand 37 / 50 37. Angle of internal friction of silty sand a) 5-20° b) 24-30° c) 27-33° d) 30-35° 38 / 50 38. The water content of soils is defined as the ratio of a) Volume of water to that of voids b) Weight of water to the dry soil weight c) Volume of water to the gross volume of soil d) Weight of water to that of the soil 39 / 50 39. The law which states that the velocity of flow through a porous medium is directly proportional to the hydraulic gradient is a) Newton's law b) Stokes's law c) Darcy's law d) Reynolds's law 40 / 50 40. Square root of times fitting method is used for calculating a) Compression index b) Coefficient of consolidation c) Coefficient of compressibility d) Coefficient of volume compressibility 41 / 50 41. As per IS: 456:2000, the minimum diameter of reinforcement in a column shall not be less than a) 12 mm b) 16 mm c) 18 mm d) 20 mm 42 / 50 42. A circular slab, when subjected to external loading, deforms to assume a shape of a) hemi-sphere b) ellipsoid c) semi-hemisphere d) paraboloid 43 / 50 43. If a beam fails in bond, then a) increase the depth of the beam b) use thicker but fewer numbers of bars c) use thinner but more numbers of bars d) providing vertical stirrups 44 / 50 44. Contours are used to determine a) intervisibility of points on a contour map b) area of the drainage basin and capacity of the reservoir c) quantities of earth work d) all of the above 45 / 50 45. A traverse deflection angle is a) less than 90° b) between 90° and 180° c) the difference between the included angle and 180° d) none of the above 46 / 50 46. A level line is a a) line parallel to the mean spherical surface of the earth b) line normal to the plumb line at all points c) horizontal line d) both (a) and (b) of the above 47 / 50 47. Minimum depth of infiltration gallery is a) 2 m b) 3 m c) 4 m d) 5 m 48 / 50 48. Traddle pump is operated by a) hand b) foot c) electric d) all of the above 49 / 50 49. Priming is the process of a) removing the trapped air from the pump b) removing the trapped water from the pump c) removing the debris waste from the pump d) all of the above 50 / 50 50. Water demand for public use as compared to the total demand, kept in the design of waterworks for a city, is a) 5% b) 10% c) 20% d) 25% 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