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. Lord Ram returned from Lanka to Ayodhya through a) Indian airlines b) Dashrath airlines c) Pushp viman d) Pushpak viman 2 / 50 2. The depressions and undulations in the pavement are caused due to a) Improper compaction of subgrade b) Impact of heavy wheel loads c) Punching effect d) All of the above 3 / 50 3. Beaufort scale used for measuring the strength of the wind is indicated by 13 numerals. They are... a) 0 to 12 b) 1 to 13 c) 2 to 14 d) 3 to 15 4 / 50 4. Depth of foundation is determined by: a) types of structure b) B.C. of soil c) surrounding structure d) none of the above 5 / 50 5. The height of the slump cone is kept: a) 20 cm b) 20 cm c) 30 cm d) 40 cm 6 / 50 6. Curing is the process of: a) treatment of concrete b) providing medicine to concrete c) wetting the concrete with water/steam d) all of the above 7 / 50 7. The D.P.C. is provided for efficiency, at: a) just below the ground floor level b) the window sill level c) any where in the wall d) below the topmost floor level 8 / 50 8. If an activity has its optimistic, most likely, and pessimistic times as 2, 4, and 6, respectively, then its expected time and variance are respectively: a) 4 and 2/3 b) 4 and 4/9 c) 5 and 4/9 d) 5 and 2/3 9 / 50 9. The owner gets assurance of work progress and quality from: a) Supervisor b) Contractor c) Engineer d) Labours 10 / 50 10. PERT technique of network analysis is useful for: a) Small projects b) Large projects c) Research and development projects d) All of the above 11 / 50 11. Mica, mainly, is composed of a) calcium carbonate b) magnesium and calcium silicate c) silica with oxygen d) potassium and aluminium silicate 12 / 50 12. *The most commonly used accelerator for concreting is a) gypsum b) calcium chloride c) calcium oxide d) calcium sulphate 13 / 50 13. *Plywood is made from a) common timber b) bamboo timber c) teakwood only d) all of the above 14 / 50 14. *Rubberization temperature is a) 180┬░C b) 150┬░C c) 220┬░C d) 250┬░C 15 / 50 15. Angles in multiples of 15° are constructed by the combined use of: a) T-square and set-square b) Set-square and scale c) Scale and French curve d) French curve and erasing shield 16 / 50 16. Find the RF for scale 1cm = 25 km: a) 1/250 b) Jan-00 c) 1/25000 d) 1/2500000 17 / 50 17. A 100 m long line making 30° with the vertical shows its projection on the horizontal: a) 100 m b) 50 m c) 86.6 m d) 70.71 m 18 / 50 18. Tender does not contain a) Notice b) Item of work c) Estimated cost d) Item rate 19 / 50 19. Of the total estimated cost of a building, the cost of electrification usually accounts for a) 3% b) 8% c) 13% d) 18% 20 / 50 20. The unit of measurement for beading provided in door and window frame, rafters, etc., is a) metre b) cm c) quintal d) cu m 21 / 50 21. In highway engineering, which of the following terms is irrelevant? a) tail race b) kerb c) camber d) asphalt 22 / 50 22. The full width of land acquired before finalizing a highway is known as a) width of formation b) right of way c) carriage way d) road way 23 / 50 23. Factors affecting the design of horizontal curves on a highway include a) design speed of the vehicle b) allowable friction on the road surface c) allowable maximum super elevation d) all of the above 24 / 50 24. *Pascal's law states that pressure at a point is equal in all directions a) in a liquid at rest b) in a fluid at rest c) in a laminar flow d) in a turbulent flow 25 / 50 25. *Piezometers are used to measure a) pressure in water channels, pipes, etc. b) difference in pressure at two points c) atmospheric pressure d) very low pressure 26 / 50 26. *Total energy line (T.E.L) represents the sum of a) pressure head and kinetic head b) kinetic head and datum head c) pressure head and datum head d) pressure head, kinetic head, and datum head 27 / 50 27. *The discharge through a rectangular channel is maximum when a) m = d/2 b) d=b/2 c) m=2d d) both (a) and (b) above 28 / 50 28. The operation during the infiltration of water below the ground surface is a) adsorption b) absorption c) ozonization d) sedimentation 29 / 50 29. *In a concrete-lined canal, the permissible velocity of water is a) 1 m/sec b) 2 m/sec c) 3 m/sec d) 4 m/sec 30 / 50 30. Cross walls provided across the stream, built under the floor of a hydraulic structure at the upstream and downstream ends of the pavement to avoid scour and protect floors, abutments etc., and which is carried up to another, is called a) back walls b) curtain wall c) flarred wall d) parapet wall 31 / 50 31. *Maximum bending moment occurs where a) shear force is maximum b) shear force is less than one c) shear force changes sign d) deflection is zero 32 / 50 32. In a fixed beam, the points of contraflexure, a) for a UDL load are 2 b) for a concentrated load are 2 c) for a moment applied load are 2 d) all of the above 33 / 50 33. The section modulus of a circular section about an axis through its C.G. is a) πd^2/16 b) πd^3/32 c) πd^3/64 d) πd^2/64 34 / 50 34. An orthotropic material has a) inelastic properties b) non-homogeneous properties c) the same properties in an orthogonal direction d) different properties in three perpendicular directions 35 / 50 35. A perfectly elastic body is a) that body which recovers its original shape completely after the removal of force b) a body of such a material with a lot of extensibility c) a body made of rubber only d) a body whose cross-sectional dimensions are very small 36 / 50 36. Pick up the correct sequence of geological cycle for the formation of soil a) Transportation - Upheaval - Deposition - Weathering b) Transportation - Deposition - Weathering - Upheaval c) Weathering - Upheaval - Deposition - Transportation d) Weathering - Transportation - Deposition - Upheaval 37 / 50 37. In the case of retaining walls, surcharge is: a) Excess moisture in wall b) Extra load on the wall c) Additional load carrying capacity of wall d) Extra load on the horizontal backfill 38 / 50 38. Plasticity index is obtained as the difference between a) Liquid limit and shrinkage limit b) Shrinkage limit and plastic limit c) Liquid limit and plastic limit d) None of the above 39 / 50 39. The shear strength of a soil is a) Directly proportional to the cohesion of soil b) Directly proportional to the angle of friction of the soil c) Directly proportional to the normal stress d) All of the above 40 / 50 40. On wetting, cohesive soils a) Lose permeability b) Gain shear strength c) Lose elasticity d) Decrease their shear strength 41 / 50 41. The minimum vertical spacing of the main bars in an RCC beam should be a) diameter of the bar or maximum size of the aggregate + 5mm b) maximum size of the bar c) maximum size of the bar or 2/3 maximum size of the aggregate d) none of the above 42 / 50 42. If the thickness of the slab is 100 mm then the maximum diameter of the bar placed in the slab should be a) 8 mm b) 10 mm c) 12 mm d) 16 mm 43 / 50 43. The initial and final setting times for ordinary Portland cement are approximately related by (where T & t are the final and initial setting times) a) T = 540+t b) T = 270+t c) T = 90+1.2t d) T = 90+t 44 / 50 44. Local attraction in compass surveying may be due to a) faulty adjustment in the compass b) the presence of magnetic materials c) loss of magnetism in the needle d) friction of the needle at the point 45 / 50 45. If the distance between two points A and B is 1km, the combined correction for curvature and refraction will be a) 0.673m b) 0.0673m c) 1.0673m d) 1.673m 46 / 50 46. If a chain is found too short on testing, it can be adjusted by a) straightening the links b) inserting additional circular rings c) flattening the circular rings d) any of the above 47 / 50 47. Depth of shallow tube well shall not be more than (considering economic point) a) 30 m b) 40 m c) 50 m d) 60 m 48 / 50 48. During the water test of sewer, 2 lit/cm of dia/km of sewer line may be allowed for a period of: a) 5 minutes b) 30 minutes c) 15 minutes d) 20 minutes 49 / 50 49. The velocity of flow does not depend on: a) grade of sewer b) hydraulic mean depth of sewer c) roughness of sewer d) length of sewer 50 / 50 50. Pick up the correct statement: a) If PH<7 then sewage is acidic b) If PH>7 then sewage is alkaline c) If PH=7 the sewage is neutral 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