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. Wing loading of an aircraft is a) Load of the wings b) Gross total weight of the aircraft / load of the wing c) Gross total weight of the aircraft / wing area d) Gross total weight of the aircraft / total available H.P of engines 2 / 50 2. Pick up the incorrect statement from the following a) Channelization of pavement is caused by the constant use of tri-cycle gears of the aircraft b) Blast pads are used over cohesionless soils to resist erosion due to the tremendous speed of the jet blast c) Over-run areas of at least 300 m length on either side of the runway are provided d) None of the above 3 / 50 3. Classification of Airport by ICAO is based on a) Runway length b) Wheel load c) Both of the above d) None of the above 4 / 50 4. High temperature: a) Increases the strength of concrete b) Decreases the strength of concrete c) No effect on the strength of concrete d) None of the above 5 / 50 5. The normal thickness of an expansion joint in masonry walls must be more than: a) 10 mm b) 20 mm c) 30 mm d) 40 mm 6 / 50 6. The course of stone placed immediately below the cornice along the face of the wall is: a) frieze b) corbel c) arrise d) cornice 7 / 50 7. While designing an air-entrained concrete: a) Water-cement ratio is reduced b) Proportion of aggregates is reduced c) An allowance for the entrained air is made d) All of the above 8 / 50 8. Milestone charts are developed in: a) 1900 AD b) 1940 AD c) 1957 AD d) 1974 AD 9 / 50 9. Railway projects are treated as: a) Light construction b) Heavy construction c) Industrial construction d) None of the above 10 / 50 10. For the construction of a project, a contractor is a: a) A person b) A firm c) An agency d) All of the above 11 / 50 11. *Water absorption of cement should not be more than a) 5% b) 10% c) 15% d) 20% 12 / 50 12. *The solidification of molten magma when it reaches the surface of earth results in the formation of a) sedimentary rocks b) metamorphic rocks c) basalts and traps d) granite and pegmatite 13 / 50 13. Limestone is a a) igneous rock b) sedimentary rock c) metamorphic rock d) granite rock 14 / 50 14. *Which one of the following pairs is correctly matched? a) sandstone......igneous rock b) lime stone.....sedimentary rock c) basalt...........metamorphic rock d) granite...........argillaceous rock 15 / 50 15. Uses of the T-square, set squares, scale, and protractor are combined in the: a) Set-square b) Drafting machine c) Compass d) None of the above 16 / 50 16. When only one drawing is to be made, then its position should be: a) Left side of paper b) Right side of paper c) Upper side of paper d) Centre of paper 17 / 50 17. In one plane drawing, which one does not fall under: a) Orthographic b) Axonometric c) Oblique d) Dimetric 18 / 50 18. The approximate weight of one cubic meter of mild steel is a) 1000 kg b) 2400 kg c) 1400 kg d) 7850 kg 19 / 50 19. The area of the segmental portion of an arch with span I and rise r is approximately given by a) 2/3 lr b) 1/2 lr c) 3/4 lr d) 3/8 lr 20 / 50 20. If valuable properties are found during excavation, it becomes the property of a) Contractor b) Labourers c) Owner of the site d) Government 21 / 50 21. The thickness of pavement may be reduced considerably by a) compaction of soil b) stabilization of soil c) draining of soil d) all of the above 22 / 50 22. The overall length of the vehicle affects the a) turning radii of the curves b) time needed to overtake c) off-tracking of the vehicle d) all of the above 23 / 50 23. The economic survey of a proposed road project includes a detailed survey of a) origin and destination of traffic b) agricultural and industrial products available in the area c) resources of income of local bodies as toll tax d) characteristics of soil at various levels 24 / 50 24. To ensure that water does not rise more than 100 cm above the crest, for a discharge of 5.00 m^3/sec, the length of the weir will be (Cd = 0.62) a) 2.48 m b) 2.73 m c) 2.50 m d) 2.51 m 25 / 50 25. In the case of leveling by a level pipe, the level is indicated by a) upper face b) middle face c) lower face d) all of the above 26 / 50 26. Practical fluids possess a) viscosity b) surface tension c) compressibility d) all of the above 27 / 50 27. When the pipes are connected in parallel, the total loss of head a) is equal to the sum of the loss of head in each pipe b) is the same as in each pipe c) is equal to the reciprocal of the sum of the loss of head in each pipe d) none of the above 28 / 50 28. The kor depth for rice is 19 cm, and the kor period is 14 days. The outlet factor for this will be a) 473 hectares/m³/sec b) 637 hectares/m³/sec c) 837 hectares/m³/sec d) none of the above 29 / 50 29. *Irrigation distributor canals are generally aligned along a) contour lines b) valley lines c) ridge lines d) straight lines 30 / 50 30. *The discharge through a channel is maximum when a) d = b/3 b) m = d/2 c) d = b d) b = 1.5d 31 / 50 31. Find the maximum SF induced in S.S beam if the beam is subjected to a point load of 4 KN at the center of the beam and the span of the beam is 4 m a) 1 KN b) 2 KN c) 4 KN d) 8 KN-m 32 / 50 32. *The bending moment at a section tends to bend or deflect the beam and internal stresses resist its bending. The resistance offered by the internal stress to the bending, is called: a) compressive stress b) shear stress c) bending stress d) elastic modulus 33 / 50 33. The difference in ordinate of the shear force between any two sections is equal to the area under a) shear curve between these two sections b) load curve between these two sections c) bending moment curve between these two sections d) load curve between these two sections plus concentrated load applied between the sections 34 / 50 34. *Compression members always tend to buckle in the direction of the a) parallel to the axis of the load b) perpendicular to the axis of the load c) least radius of gyration d) least cross-section 35 / 50 35. The moment of inertia of a square section is given by a) I = b^4/12 b) I = b^3/12 c) I = b^4 d) I = b^4/3 36 / 50 36. In the case of a backfill with a sloping surface, the total active pressure on the wall of height H acts at: a) H/3 above the base parallel to the base b) H/3 above the base parallel to the sloping surface c) H/2 above the base parallel to the base d) H/2 above the base parallel to the sloping surface 37 / 50 37. Particle size range is measured by a) Effective size b) Uniformity coefficient c) Coefficient of curvature d) None of the above 38 / 50 38. * Angle of internal friction is minimum for: a) Angular grained loose soil b) Angular grained dense soil c) Round grained loose soil d) Clay 39 / 50 39. If s is the focal length of Kozeny's parabola and k is the coefficient of permeability, the seepage flow rate per unit length of the dam is given as a) q = k.s b) q = s/k c) q = k√v d) q = k/s 40 / 50 40. Falling head permeability test is preferable when the soil sample is a) Clayey b) Silty sand c) Sandy d) Sandy gravel 41 / 50 41. Steel beam theory is used for a) design of a simple steel beam b) steel beam encased in concrete c) a beam if shear exceeds 4 times allowable shear stress d) doubly reinforced beams ignoring compressive stress in concrete 42 / 50 42. The amount of reinforcement for main bars in a slab is based on a) minimum shear force b) maximum shear force c) minimum bending moment d) maximum bending moment 43 / 50 43. The minimum cover to the main bars in an RCC beam should be a) 15mm or diameter of the bar b) 25mm or diameter of the bar c) 25mm size of the aggregate d) 40 mm or diameter of the bar 44 / 50 44. The fundamental lines of transit of the theodolite are a) horizontal axis and line of collimation b) vertical axis c) axes of plate levels and bubble line of the telescope level d) all of the above 45 / 50 45. A level tube is used to make the line of sight horizontal. It is filled with a) ether b) chloroform c) synthetic alcohol d) all of the above 46 / 50 46. In an internal focusing type of telescope, the negative lens provided is a) convex lens b) double concave lens c) plano concave lens d) convex concave lens 47 / 50 47. The types of diseases caused due to the lack of water are known as a) waterborne b) water-washed c) water-based d) water vector 48 / 50 48. Anti-siphonage pipe is connected to: a) Top of PWC b) Bottom of PWC c) In the main pipe d) None of the above 49 / 50 49. The pressure at the inlet and outlet in a break pressure tank is a) zero and 1 m b) 1 m and zero c) zero and zero d) 1 m and 1 m 50 / 50 50. The approximate diameter of a water mains for supplying 7.15 mld with 1.21 m/sec velocity flow will be a) 10 cm b) 20 cm c) 30 cm d) 50 cm 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