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 minimum basic runway length of class 'E' type airport is a) 400 m b) 600 m c) 750 m d) 1500 m 2 / 50 2. Which of the following international associations is the one that represents an authority for aviation? a) CAAN b) ICAO c) ICAN d) DOCA 3 / 50 3. The meteorological condition that influences the size and location of an airport is a) Atmospheric pressure b) Reduced level c) Direction of wind d) All of the above 4 / 50 4. Which one of the following is not a source of dampness in walls and floors: a) Efflorescence effect on the wall b) Rain beating against external wall c) Moisture rising up in the wall from the ground d) Condensation of atmospheric moisture 5 / 50 5. A plate load test is useful to determine: a) bearing capacity of foundation b) settlement of foundation c) both bearing capacity and settlement of foundation d) none of the above 6 / 50 6. As compared to english bond, the double flemish bond is: a) more compact b) none of the above c) costlier d) stronger 7 / 50 7. The process of filling hollow spaces of walls before plastering is known as: a) hacking b) dubbing out c) blistering d) filling 8 / 50 8. Total float for any activity is defined as the difference between: a) Its latest finish time and earliest start time for its successor activity b) Its latest start time and earliest start time c) Its latest start time and earliest finish time d) Its earliest finish time and earliest start time for its successor activity 9 / 50 9. Total cost of the project is: a) Direct cost and outage loss of project b) Direct cost and overheads c) Direct cost and indirect cost d) None of the above 10 / 50 10. The post-operations in CPM are marked: a) Right to an operation b) Left to an operation c) In the middle d) At the end 11 / 50 11. The group of tools used for quarrying of stone is a) jumper and crowbar b) crowbar and trowel c) trowel and wedge d) wedge and scutch 12 / 50 12. The layer between the bark of the tree and the sapwood, which is not yet converted into wood is called a) heartwood b) cambium layer c) softwood layer d) pith 13 / 50 13. The vehicle used in the case of enamel paints is a) varnish b) linseed oil c) water d) all of the above 14 / 50 14. *A heavy stone is suitable for: a) arches b) rubble masonry c) roads d) retaining walls 15 / 50 15. For drawing thin lines of uniform thickness, the pencil should be sharpened in the form of: a) Chisel edge b) Conical c) Pointed d) Circular 16 / 50 16. Isometric projection is: a) An orthographic projection of pictorial type b) An oblique projection c) Both (A) and (B) d) None of the above 17 / 50 17. Freehand drawing is done for: a) Generate new idea b) To make correction c) Both (a) and (b) of above d) None of the above 18 / 50 18. The fundamental units in the metric system are: a) Kilometer, kilogram, second b) Centimeter, gram, second c) Meter, kilogram, second d) None of the above 19 / 50 19. The unit of payment for roadside brick edging to increase the pavement width is a) cu m b) metre c) sq m d) kg 20 / 50 20. The gradual accumulation of amounts by way of annual periodic deposits, which is meant for the replacement of the structure at the end of its useful life period, is known as a) Annuity depreciation b) Depreciation c) Sinking fund d) Solatium 21 / 50 21. The main element for providing effective drainage in the case of the road is a) super elevation b) camber c) crown d) shoulder 22 / 50 22. Excessive camber on pavement may cause a) erosion of the berms b) deterioration of the center position c) slip of the speedy vehicle d) all of the above 23 / 50 23. The structure provided on both sides of shoulders to pass the rainwater is known as a) width of formation b) right of way c) side drain d) shoulders 24 / 50 24. *To measure atmospheric pressure, we use a) barometers b) piezometer c) manometers d) differential manometers 25 / 50 25. *The discharge through a trapezoidal channel is maximum when a) m = d b) m = 2d c) m = 3d d) m = d/2 26 / 50 26. *If the velocity of fluid particles varies from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be a) laminar b) turbulent flow c) uniform flow d) non-uniform flow 27 / 50 27. Practical fluids possess a) viscosity b) surface tension c) compressibility d) all of the above 28 / 50 28. Intensity of irrigation is a) is the percentage of culturable commanded area proposed to be irrigated annually b) is always more than 100% c) is the percentage that could be ideally irrigated d) all of the above 29 / 50 29. The degree of sinuosity is the ratio between a) meander length and meander width b) meander width and river bed width c) curved length and straight air length d) none of the above 30 / 50 30. The width of a "Dowels" is generally kept between 32 to 60 cm, and the height above the road level should be more than a) 10 cm b) 20 cm c) 30 cm d) 40 cm 31 / 50 31. A Prismatic bar when subjected to pure bending assumes the shape of a) catenary b) parabola c) cubic parabola d) arc of a circle 32 / 50 32. The maximum bending moment in a simply supported beam loaded with a UDL of w/m having span l is a) wl^2/2 b) wl^2/4 c) wl^2/8 d) wl^2/16 33 / 50 33. *Thrust is induced in the case of a) vertical load b) inclined load c) vertical & inclined load d) none of the above 34 / 50 34. A body having similar properties throughout a) homogeneous b) isomorphic c) isotropic d) anisotropy 35 / 50 35. In a continuous beam, the point where bending moment changes sign is called a) point of inflection b) point of virtual hinge c) point of contraflexure d) all of the above 36 / 50 36. Flow net can be used for the determination of a) Seepage flow rate b) Hydrostatic pressure c) Seepage pressure d) All of the above 37 / 50 37. Three phase diagram of soil represents a) Solids, pebbles, and clay b) Dust, fine sand, and coarse sand c) Solids, water, and air d) Solid volume and mass 38 / 50 38. * The shear resistance between particles is provided by: a) Terzaghi's b) Pairwise c) Adhesive d) Broken 39 / 50 39. Agent of transportation for alluvial soils is a) Water b) Gravity c) Wind d) Ice 40 / 50 40. The basis for all soil classification systems is a) Permeability characteristics b) Specific gravity of solids c) Grain size and plasticity characteristics d) None of the above 41 / 50 41. Spacing of stirrups in a rectangular beam is a) kept constant throughout the length b) increased towards the center of the beam c) increased at the ends d) increased at the center of the beam 42 / 50 42. The advantage of reinforced concrete is due to a) monolithic character b) economy because less maintenance cost c) molding in any desired shape d) all of the above 43 / 50 43. The maximum diameter of bars in a beam is limited to a) 25mm b) 40mm c) one-eighth of the least dimension of the beams d) one-tenth of the depth 44 / 50 44. The surface of zero elevation around the earth, which is slightly irregular and curved, is known as a) mean sea level b) geoid surface c) level surface d) horizontal surface 45 / 50 45. A 30 m long tape was standardized at a temperature of 30°C; at the time of measurement, the temperature recorded was 35°C. Then the correction for temperature per tape length is (coefficient of thermal expansion = 0.0001116/°C) a) + 0.01674m b) - 0.001674m c) + 0.002500m d) - 0.002500m 46 / 50 46. The strength of the fix of a plane table is: a) accuracy in centering b) accuracy in locating the position of the instrument station by taking observations to three stations c) fixity of the table while solving the two-point problem d) none of the above 47 / 50 47. Stoneware pipes are generally not used for sewer mains because they are: a) weak in compression b) weak in tension c) hydraulically less efficient d) less resistant to organic corrosion 48 / 50 48. The sewer pipes: a) carry sewage as gravity conduits b) should resist the wear and tear caused due to abrasion c) are designed for generating self-cleaning velocities at different discharge d) all of the above 49 / 50 49. Hydrants are used for tapping water from mains for: a) fire extinguishing b) street washing c) flushing sewer lines d) all of the above 50 / 50 50. Impetus valve/waste valve is provided in a) hydraulic ram b) centrifugal pump c) rotary pump 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