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. 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 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. Pick up the correct statement from the following a) Landing speed is directly proportional to the wing loading b) Wing loading remaining constant, the takeoff distance is directly proportional to the power loading c) Neither (a) nor (b) of the above d) Both (a) and (b) of above 4 / 50 4. 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 5 / 50 5. Slump used for beam & slab for RCC: a) 0-25 b) 25-50 c) 50-100 d) 100-150 6 / 50 6. The earliest period for removing formwork under normal atmospheric conditions should be: a) 3 days b) 7 days c) 21 days d) 28 days 7 / 50 7. The FAR is defined as the ratio of: a) Total floor area of a building to the ground floor b) Site area of a building to the ground floor c) Ground floor to the site area d) Total floor areas of a building to the site area 8 / 50 8. Which of the following is not a part of a contract agreement? a) Price schedule b) Work schedule c) Manning schedule d) Cost Estimate 9 / 50 9. If the completion time for a particular project is 6 weeks and its expected time is 8 weeks, then the slack time for the project is: a) 2 weeks b) -2 weeks c) 0 d) None of the above 10 / 50 10. Henry Gantt developed the bar chart technique in: a) 1900 AD b) 1940 AD c) 1957 AD d) 1974 AD 11 / 50 11. Excess of alumina in a brick earth causes a) loss of cohesion b) impermeable c) cracking and warping on drying d) brittleness 12 / 50 12. Marble is found in a) mechil b) bagmati c) koshi d) none of the above 13 / 50 13. The types of bricks used for the lining of the furnace/combustion chamber are a) refractory b) machine made c) handmade d) 1st class 14 / 50 14. Identify the process responsible for the formation of igneous rocks a) solidification of molten mass of silicates below or at the surface of earth b) changes in texture or mineral composition or both of igneous and sedimentary rocks due to high temperature and heavy pressure c) deposited layers of sand and silt subjected to enormous overburden pressures over geological times d) none of the above 15 / 50 15. The given symbol indicates: a) Church b) Temple c) Mosque d) Gurudwara 16 / 50 16. The following are polyhedron except: a) Prism b) Pyramid c) Cube d) Cylinder 17 / 50 17. The section obtained when the section plane makes a smaller angle with its axis than that of the angle made by the generator of a cone is called: a) An ellipse b) A parabola c) A hyperbola d) A circle 18 / 50 18. The main target of a contractor is to a) Complete the work b) Waste more materials c) Earn more profit d) Save the materials 19 / 50 19. Which of the following is known as general overhead? a) Losses on advance b) Interest on investment c) Traveling Express d) Amenities to the labor 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. A higher value of super elevation is highly undesirable for: a) fast-moving vehicles b) slow-moving vehicles c) mixed traffic d) non-snow falling area 22 / 50 22. The super elevation obtained by the rotation of pavement about the inner edge of the pavement a) causes no change in the vertical alignment b) results in balancing the earthquake c) avoids the drainage problem in flat terrain d) is preferred in steep terrain 23 / 50 23. The steepest gradient is a) ruling gradient b) limiting gradient c) exceptional gradient d) minimum gradient 24 / 50 24. ........ is defined as the maximum increase in water level in the path of the flow of water a) afflux b) rising of the wall c) flood d) rainfall 25 / 50 25. *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 26 / 50 26. The viscosity of gases varies with temperature a) directly proportional b) inversely proportional c) constant d) none of the above 27 / 50 27. Liquids a) cannot be compressed b) do not occupy definite shape c) are not affected by change in pressure and temperature d) none of the above 28 / 50 28. Gibb's module is a type of a) non-modular outlet b) semi-modular outlet c) rigid-modular outlet d) open flume outlet 29 / 50 29. *For no tension to develop at the base of a gravity dam, the maximum permissible eccentricity is a) B/6 b) B/3 c) B/2 d) all of the above 30 / 50 30. The crest level of an emergency spillway is kept as a) the same level as the main spillway b) slightly below the crest level of the main spillway c) at the full reservoir level d) slightly above the crest level of the main spillway 31 / 50 31. The strain energy stored by a member when strained within the elastic limit is known as a) resilience b) proof resilience c) potential strain d) none of the above 32 / 50 32. *The maximum bending moment caused by a moving load on a simply supported beam is a) at the support b) under the load c) at mid span d) none of the above 33 / 50 33. The effective length of a column effectively held in position and restrained in direction at one end will be a) 1l b) 1.5 l c) 2 l d) 3 l 34 / 50 34. 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 35 / 50 35. *A truss is completely analyzed, when a) the direct stress in all the members are found b) all the external reaction components are determined c) the equilibrium is satisfied d) none of the above 36 / 50 36. Cohesionless soils are formed due to a) Oxidation of rocks b) Leaching action of water on rocks c) Blowing of hot and cold wind d) Physical disintegration of rock 37 / 50 37. The quantity of seepage of water in the soil is a) Proportional to the coefficient of permeability b) Proportional to the head of the water at downstream c) Inversely proportional to the coefficient of permeability d) Inversely proportional to the head of the water at downstream 38 / 50 38. The assumption of Rankine's theory of earth pressure is: a) The soil is semi-finite, homogeneous, dry, and cohesionless b) Ground surface is a plane that may be inclined or horizontal c) The back of the wall is vertical and smooth d) All of the above 39 / 50 39. The shape & structure of an isobar is like a/an a) Onion b) Potato c) Pumpkin d) Turnip 40 / 50 40. The soil transported by wind and deposited is called: a) Aeolian soil b) Marine soil c) Alluvial soil d) Lacustrine soil 41 / 50 41. Minimum spacing between horizontal parallel reinforcements of different sizes should not be less than a) one times the thinner bar b) two times the thinner bar c) one times the thicker bar d) two times the thicker bar 42 / 50 42. In the working stress design, the allowable bending compressive strain in RCC is a) 0.003 b) 0.0003 c) 0.002 d) none of the above 43 / 50 43. The length of the straight portion of a bar beyond the end of the hook should be at least a) four times the diameter b) five times the diameter c) six times the diameter d) seven times the diameter 44 / 50 44. If the intercept on the vertical staff is observed as 1.5mm from a tacheometer, the horizontal distance between the tacheometer and staff station is a) 100m b) 150m c) 300m d) 75m 45 / 50 45. The magnification of a telescope lens depends upon a) the focal length of the eyepiece b) the focal length of the objective lens c) the ratio of (b) and (a) above d) the inverse of the ratio of (b) and (a) above 46 / 50 46. The levelling head of a transit theodolite consists of a) parallel plates b) a tribarch plate c) leveling screws d) all of the above 47 / 50 47. 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 48 / 50 48. To determine the velocity of flow of underground water, the most commonly used non-empirical formula is a) Darcy's formula b) Slitcher's formula c) Hazen's formula d) Lacy's formula 49 / 50 49. A circular section of sewer has the advantage of: a) least parameter for a given area b) offers the least opportunities for deposits c) more suitable when the discharge is approximately constant d) all of the above 50 / 50 50. Harmful bacteria are called: a) Parasites b) Anaerobic bacteria c) Aerobic bacteria d) Pathogens 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