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 WCB of the 1st and 2nd end of the runway are 80° and 260° respectively. Find the runway number indicated on the 1st end a) 8 b) 26 c) 18 d) 24 2 / 50 2. The angle between the longitudinal axis of the fuselage and the horizontal axis is called a) Horizontal angle b) Vertical angle c) Pitch angle d) All of the above 3 / 50 3. The bearing of the 1st end of the straight runway is 90°. Find the runway number of the 1st end a) 3 b) 9 c) 18 d) 27 4 / 50 4. If the fineness modulus of sand is 2.5, it is graded as: a) very fine sand b) fine sand c) medium sand d) coarse sand 5 / 50 5. Curing period is minimum for concrete using: a) rapid hardening cement b) low heat cement c) ordinary Portland cement d) slag cement 6 / 50 6. Slump test of concrete is a measure of its? a) Consistency b) Compressive strength c) Tensile strength d) Impact value 7 / 50 7. The most important test to be conducted on a stone used in docks and harbors is: a) Hardness test b) Workability test c) Weight test d) Toughness test 8 / 50 8. Earliest finish time of an activity is always: a) Equal to or more than the earliest event time of the following node b) Equal to or less than the earliest event time of the following node c) More than the earliest time of the following node d) None of the above 9 / 50 9. The time corresponding to the minimum total project cost is: a) Normal time b) Crash time c) Optimistic time d) Between normal and crash time 10 / 50 10. The district rate finalizing committee does not include the representative of: a) Nepal Engineer's Association, district unit b) District Development Committee c) Contractor's Association d) District Technical Office 11 / 50 11. The paints with white lead base are suitable for the painting of a) ironwork b) woodwork c) both (a) and (b) of above d) none of the above 12 / 50 12. Mica, mainly, is composed of a) calcium carbonate b) magnesium and calcium silicate c) silica with oxygen d) potassium and aluminium silicate 13 / 50 13. Marble contains only a) lime b) silica c) lime and silica d) none of the above 14 / 50 14. *The loss of ignition in cement should not exceed a) 1% b) 4% c) 8% d) 12% 15 / 50 15. A drawing view in which all vertical planes are represented by the horizontal lines radiated from a far-situated point, on each side of the plane, is: a) Perspective view b) Axonometric view c) Isometric view d) Oblique view 16 / 50 16. The polyhedra having a plane figure for its base and an equal number of isosceles triangular faces meeting at a point is called a: a) Prism b) Pyramid c) Cylinder d) Cone 17 / 50 17. French curves are used to draw: a) Regular curves b) Circle c) Irregular curves d) None of these 18 / 50 18. 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 19 / 50 19. In the case of laying gullies, intercepting traps, the cost includes: a) Setting and laying b) Bed concreting c) Connection to drains d) All of the above 20 / 50 20. The unit of payment for excavation trenches for pipes, cables, etc., up to 1.5 m depth in ordinary rock/hard rock is a) cu m b) sq m c) metre d) tonne 21 / 50 21. Reinforcement in cement concrete pavement is kept a) 5 cm below from the top level b) 5 cm high from the bottom level c) in the center of the slab d) in the bottom of the slab 22 / 50 22. The design speed for hill terrain of a trunk road is a) 20 kmph b) 30 kmph c) 40 kmph d) 50 kmph 23 / 50 23. The ideal form of the curve for the summit curve is a) spiral b) parabola c) circle d) lemniscates 24 / 50 24. 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 25 / 50 25. *If the volume of liquid weighing 3000 kg is 4 cubic meters, then the specific gravity is a) 750 kg/m^3 b) 12000 kg/m^3 c) 1.33 d) 0.75 26 / 50 26. "Manning's formula is used for a) flow in open channels b) head loss due to friction in open channels c) head loss due to friction in pipes flowing full d) flow in pipes 27 / 50 27. *Losses are more in a) laminar flow b) critical flow c) turbulent flow d) transition flow 28 / 50 28. *Silt-carrying capacity of water in a canal depends on a) silt charge b) discharge c) surface slope d) all of the above 29 / 50 29. The kharif crop is sown a) at the end of summer b) at the end of the north-east monsoon c) at the beginning of the south-west monsoon d) in mid-summer 30 / 50 30. *The difference in level between the top of a bank and full supply level in a canal is known as a) berm b) freeboard c) height of the bank d) none of the above 31 / 50 31. The limit of proportionality depends upon a) area of cross-section b) types of loading c) types of material d) none of the above 32 / 50 32. In a simply supported beam with span, L subjected to a point load, W at the center. Find the maximum bending moment induced in the beam a) WL/2 b) WL/3 c) WL/4 d) WL/8 33 / 50 33. A body having similar properties throughout a) homogeneous b) isomorphic c) isotropic d) anisotropy 34 / 50 34. The maximum bending moment caused by a moving load on a fixed-end beam occurs a) at the support b) under the load c) at mid span d) none of the above 35 / 50 35. The diagram showing the variation of axial load along the span is called a) thrust diagram b) shear force diagram c) bending moment diagram d) none of the above 36 / 50 36. The effective stress in a soil is equal to a) Force per natural area b) Force per unit effective area c) Stress shared by the particles of the soil d) Stress shared by the pore water 37 / 50 37. In Rankine's earth pressure theory, the following assumption is made: a) Wall face is rough and vertical b) Backfill is cohesive soil c) Wall face is smooth and vertical d) Elastic equilibrium is satisfied 38 / 50 38. Quick sand is a a) Type of sand b) Condition in which a cohesionless soil loses its strength because of upward flow of water c) Moist sand containing small particles d) Condition which occurs in coarse sand 39 / 50 39. Consolidation theory was enunciated by a) Rankine b) Westergaard c) Skempton d) Terzaghi 40 / 50 40. The force exerted by flowing water on the sediment particles to cause their motion is called: a) Eddy force b) Buoyant force c) Tractive force d) Kinematic force 41 / 50 41. Buckling occurs in a column a) great b) short c) too great d) none of the above 42 / 50 42. The maximum ratio of span to depth ratio of a slab simply supported and spanning in two directions is a) 25 b) 30 c) 35 d) 40 43 / 50 43. A reinforced concrete beam will crack if tensile stress set up in the concrete below the neutral axis is a) less than the permissible stress b) more than the permissible stress c) equal to the permissible stress d) any one of the above 44 / 50 44. The types of errors that are of a cumulative nature and can be corrected are known as a) permissible error b) residual error c) expected error d) systematic error 45 / 50 45. If Θ is the angle of the slope, L is the length of the slope, and H is the difference in elevation between the two ends of the link, then the slope correction will be a) L sin Θ b) 2Lsin^2 Θ/2 c) L sin Θ/2 d) 2L sin 2Θ 46 / 50 46. The W.C.B of a line is preferred to a quadrantal bearing merely because a) the bearing is not completely specified by an angle b) the bearing is completely specified by an angle c) the sign of the correction of magnetic declination is different in different quadrants d) all of the above 47 / 50 47. 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 48 / 50 48. Computation of discharges is difficult for: a) dead-end system b) grid iron system c) ring system d) radial system 49 / 50 49. Factors considered in the selection of the site for the intake point are that it should be a) nearer to the treatment plant b) in the pure zone of the water source c) upstream of the point of disposal of wastewater d) all of the above 50 / 50 50. Gravity conduits are generally in the form of a) open channels b) conduits c) tunnels d) all 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