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 line of intersection of the sloping surface of the slope roof having an internal angle less than 180┬░ is called: a) Hip b) Valley c) Eaves d) Gutter 2 / 50 2. Bottommost component of a flexible pavement is a) sub-grade b) sub-base c) base d) base course 3 / 50 3. Ratio of the width of the car parking area required at the kerb for 30┬░ parking relative to 60┬░ parking is approximately a) 0.57 b) 0.7 c) 0.8 d) 2 4 / 50 4. In the case of a clamp for the burning of bricks, the bricks/fuel are laid at a slope of... a) 10┬░ b) 15┬░ c) 20┬░ d) 25┬░ 5 / 50 5. Expansion Joint in a building is generally provided if the length of concrete exceeds: a) 10 m b) 20 m c) 30 m d) 45 m 6 / 50 6. The maximum differential settlement in the case of a foundation on clayey soils is: a) 10 mm b) 20 mm c) 30 mm d) 40 mm 7 / 50 7. *If the velocity in a fluid flow does not change with respect to the length of the direction of flow, it is called a) steady flow b) uniform flow c) incompressible flow d) rotational flow 8 / 50 8. The seepage force is proportional to a) Exit gradient b) Head of water at upstream c) Head of water at downstream d) None of the above 9 / 50 9. Critical flow is a) in which the total energy head is minimum for a given discharge b) in which the Froude number is less than unity c) in which the Froude number is more than unity d) none of the above 10 / 50 10. The thickness of a bed joint and cross joint in the brick masonry is about (in mm): a) 10 b) 16 c) 24 d) 36 11 / 50 11. Westerguard analysis is generally used for: a) sandy soils b) clayey soils c) cohesive soils d) none of the above 12 / 50 12. The uplift pressure acting on a dam is controlled by a) pressure grouting in the foundation b) constructing drainage channels between the dam and its foundation c) constructing a cutoff under the upstream face d) all of the above 13 / 50 13. Turbidity can be removed by a) coagulation and filtration b) aeration and sedimentation c) activated carbon adsorption d) disinfections 14 / 50 14. Crash project duration is obtained by adding the: a) Crash durations for all the activities b) Normal duration for all the activities c) Normal duration for all the activities along the critical path d) Crash durations for all the activities along the critical path 15 / 50 15. 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 16 / 50 16. During drawing, stock of T-square is placed: a) Adjoining the working edge of the board b) Adjoining the sliding edge of the board c) Surface of the board d) None of the above 17 / 50 17. The main difference between theodolite and level is: a) the power of the theodolite is always greater than the level b) level is cheaper than theodolite c) level can't measure horizontal angle, but theodolite can measure horizontal angle d) in level, the telescope can't be revolved in a vertical plane about the horizontal axis of the telescope 18 / 50 18. The bending moment in a cable carrying a system of loads will be a) zero at all point b) minimum at the center c) maximum at the center d) none of the above 19 / 50 19. In water-bound macadam road, the binding material used is a) cement b) bitumen c) clay d) stone dust 20 / 50 20. The type of survey in which horizontal and vertical distance is measured a) compass b) tacheometric c) plane table d) contour 21 / 50 21. Dug wells or open wells a) have a diameter between 1 to 4m b) are suitable for a small discharge of about 20cum/hour c) are cheap in construction d) all of the above 22 / 50 22. Valuation is done for: a) Present value based on reality b) Minimum value c) Market value d) None of the above 23 / 50 23. According to the International Civil Aviation Organization (I.C.A.O.), the runway lengths of aerodromes have been coded by a) Seven English alphabets b) Last seven English alphabets c) First five English alphabets d) First five natural numbers 24 / 50 24. For bars in tension, a standard hook has an anchorage value equivalent to a straight length of a) 8θ b) 12θ c) 16θ d) 20θ 25 / 50 25. Slag cement contains a) lime b) pozzolana c) sulphate d) silvicrete 26 / 50 26. Falling drops of water become spheres due to a) adhesion b) cohesion c) surface tension d) viscosity 27 / 50 27. The tool used for quarrying of stones is a) dipper b) spalling hammer c) jumper d) priming needle 28 / 50 28. What will be the daily per capita water demand for a city of 0.2 million people whose total water requirement per annum is 19,710,000 cubic meters? a) 250 liters b) 280 liters c) 270 liters d) 260 liters 29 / 50 29. Ramp is a a) wheeled staircase b) sloped road c) both sides of the runway d) all of the above 30 / 50 30. If y is the deflection of the beam, then shear force is a) y b) dy/dx c) d²y/dx² d) d^3y/dx² 31 / 50 31. "If Nf, Nd, and H are the total flow channels, the total number of potential drops and total hydraulic head difference, respectively, the discharge, q, through the complete flow is given by a) q = √H(Nf/Nd) b) q = KH(Nd/Nf) c) q = KH(Nf/Nd) d) q = KH√(Nf/Nd) 32 / 50 32. Normally which one contract gives the maximum value of the project a) labor contract b) item rate contract c) LS contract d) all of the above 33 / 50 33. Cohesive soils are generally/normally a) Plastic and also compressible b) Elastic and also compressible c) Plastic but incompressible d) None of the above 34 / 50 34. Perspective drawing is done for: a) Not for civil engineers b) Show details of market products c) Both (a) and (b) above d) None of the above 35 / 50 35. The unit weight of RCC is taken as a) 2.2 t/m³ b) 2.3 t/m³ c) 2.4 t/m³ d) 2.5 t/m³ 36 / 50 36. Emulsion paints contain: a) nitro cotton b) zinc white c) white lead d) polyvinyl acetate 37 / 50 37. For the proposed airport, the survey project provides a) Master plan b) Grading plan c) Topographic plan d) All of the above 38 / 50 38. Electrical analogy method is used to a) Find electrical conductivity of soil b) Draw flow net c) Find the depth to the water table d) Find the water content in a soil 39 / 50 39. *The maximum amount of water required in the case of paddy is at the time of a) puddling b) seeding c) harvesting d) flowering 40 / 50 40. From a nozzle exposed to the atmosphere, the liquid jet traverses a) a straight line b) a circular path c) a parabolic path d) an elliptical path 41 / 50 41. Shear force diagram for a cantilever carrying a UDL over its whole length is a) rectangle b) triangle c) parabola d) cubic parabola 42 / 50 42. Gantt chart is drawn for: a) Time versus activity b) Activity versus activity c) Resources versus progress d) Progress versus time 43 / 50 43. The location of the contour gradient for a highway is best set out from a) ridge down the hill b) saddle down the hill c) bottom to the ridge d) bottom to the saddle 44 / 50 44. The maximum deflection of a beam occurs at a) zero shear force location b) zero slope location c) zero bending moment location d) none of the above 45 / 50 45. The expression EI(d^4y/dx^4) at any section for a beam is equal to a) load intensity at the section b) shear force at the section c) BM at the section d) slope of the section 46 / 50 46. ......is used to protect the adjoining lines on the drawing when some parts of the line are being erased. a) Eraser b) Erasing shield c) Pencil d) Drop compass 47 / 50 47. Henry Gantt developed the bar chart technique in: a) 1900 AD b) 1940 AD c) 1957 AD d) 1974 AD 48 / 50 48. Full payment of the contractor is done a) After agreement b) After construction c) After maintenance d) All of the above 49 / 50 49. If the period of incubation at 37°C is 15 days in the relative stability test on sewage, the relative stability is: a) 99% b) 99.9% c) 99.99% d) 100% 50 / 50 50. In the case of a cantilever beam, main reinforcement is provided a) on the top face of the beam b) on the bottom face of the beam c) on the middle face of the beam d) all of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 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