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 name of the first plane that landed on the old golf course, which makes the present location of Tribhuvan International Airport is a) twinatter b) glider c) boing d) helicopter 2 / 50 2. The design thickness of the pavement is decided on the load carried by a) Main gears b) Nose wheel c) Tail wheel d) All of the above 3 / 50 3. The number of traverse rows of light in the approach lighting near the threshold (As per Calvert & ICAO) is a) 6 & 28 b) 28 & 6 c) 29 & 21 d) 21 & 29 4 / 50 4. The bulking of aggregates is due to: a) Moisture content b) Absorbed water c) Voids d) Less compaction 5 / 50 5. The D.P.C. should be: a) continued and unbroken through the length and thickness of the wall b) sealed with bitumen at lap joints c) even at the source of moisture d) all of the above 6 / 50 6. The maximum bearing capacity of soil is that of: a) hard rocks b) black cotton soil c) dry, coarse sandy soils d) loose, fine sandy soil 7 / 50 7. The type of aggregate of the same nominal size, which contains fewer voids when compacted, is: a) rounded aggregate b) irregular aggregate c) angular aggregate d) flaky aggregate 8 / 50 8. Total project cost: a) Increases with time b) Decreases with time c) Initially reduces with time and then increases with further increases d) Constant 9 / 50 9. Gantt chart indicates: a) Balance of work to be done b) Comparison of actual progress with the scheduled progress c) Efficiency progress d) Progressive cost of the project 10 / 50 10. Slack time in PERT analysis: a) Can never be greater than zero b) Is always zero for critical activities c) Can never be less than zero d) Is minimum for critical events 11 / 50 11. Pumice is a type of a) igneous rock b) sedimentary rock c) metamorphic rock d) none of the above 12 / 50 12. The initial setting of cement is caused by the formation of a) dicalcium silicate b) tricalcium silicate c) tricalcium aluminate d) tetracalcium aluminate 13 / 50 13. *Suitable aggregate is obtained from... rock. a) igneous b) sedimentary c) metamorphic d) none of the above 14 / 50 14. During the production of cement, raw materials are mixed in a) ball mill b) pug mill c) rice mill d) cement mill 15 / 50 15. What is the slant for the letter shown? K80° a) 80° b) 10° c) 0° d) None of the above 16 / 50 16. The polyhedra having two equal and similar end bases, parallel to each other and joined by other faces which may be rectangles or parallelograms is called: a) A prism b) A pyramid c) A cylinder d) A cone 17 / 50 17. A tetrahedron has four equal: a) Square faces b) Rectangular faces c) Triangular faces d) None of the above 18 / 50 18. Work-charged establishment a) 1.50% b) 2.50% c) 3.50% d) 5% 19 / 50 19. Actual cost of construction plus certain profit is paid to the contractor. Such a contract is known as a) Unscheduled constant b) Nominated contract c) Cost plus percentage contract d) Work order 20 / 50 20. The weight of cement in one bag is a) 45 kg b) 50 kg c) 60 kg d) 65 kg 21 / 50 21. In the full grouted method of construction of bituminous roads, rolling is done with: a) initially 8t roller and 10t roller later b) initially 10t roller and 20t roller later c) initially 1t roller and 2t roller later d) initially 15t roller and 30t roller later 22 / 50 22. A road within a town is called a) truck road b) country road c) carriage road d) street 23 / 50 23. The length of the proposed Kathmandu Nijgadh Fast Track is equal to: a) 100 km b) 76 km c) 67 km d) 50 km 24 / 50 24. *Surface tension is the force a) per unit length b) per unit area c) per unit volume d) all of the above 25 / 50 25. *The difference between the total energy line and the hydraulic gradient line is a) kinetic head b) pressure head c) datum head d) loss of head 26 / 50 26. *If a pitot tube is placed with its nose facing sideways, the liquid a) rises in the tube b) falls in the tube c) neither rises nor falls in the tube d) all of the above 27 / 50 27. In the case of a broad-crested weir, the depth of water h at the end of the still is given by a) h = H/2 b) h = 2H/3 c) h = 3H/4 d) h = H 28 / 50 28. *A silt regulator located at the head of a channel is called a) silt ejector b) silt excluder c) silt sweeper d) silt washer 29 / 50 29. The sudden and turbulent passage of water from a low level critical depth to high level above critical depth, during which the velocity passes from supercritical to subcritical, is known as a) jump b) hydraulic jump c) sudden fall d) all of the above 30 / 50 30. *When the canal runs below the drain, the cross drainage work provided is called a) aqueduct b) super passage c) level crossing d) syphon 31 / 50 31. 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 32 / 50 32. The difference between SF values at any two sections will be equal to a) the area of bending moment between the two sections b) the difference between the slopes of the curve of the loading diagram at two sections c) the ordinate of shear force diagram at one section plus the slope of the loading diagram multiplied by the distance between two sections d) the area of the loading diagram between those two sections 33 / 50 33. *Determinate beam can be analyzed with the help of a) two equations of statics b) three equations of statics c) four equations of statics d) five equations of statics 34 / 50 34. If y is the deflection of the beam, then shear force is a) y b) dy/dx c) d²y/dx² d) d^3y/dx² 35 / 50 35. Which of the following gives Poisson's ratio? a) ratio of linear stress to linear strain b) ratio of shear stress to shear strain c) ratio of lateral strain to longitudinal strain d) ratio of the normal stress 36 / 50 36. Standard Proctor test is used for determining a) Optimum moisture content (OMC) b) Void ratio c) Coefficient of consolidation d) Pavement thickness 37 / 50 37. The shear strength of a soil is proportional a) Directly to the angle of internal friction b) Directly to the tangent of the angle of internal friction c) Inversely to the angle of internal friction d) None of the above 38 / 50 38. The critical exit gradient may occur when a) Flow is in an upward direction b) Seepage pressure is in an upward direction c) Effective pressure is zero d) All of the above 39 / 50 39. If the soil stays at a place above the parent rock where it is produced, then it is called a) Stationary soil b) Static soil c) Residual soil d) Immobile soil 40 / 50 40. 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 41 / 50 41. The diameter of bars normally used in a column is a) 10-25 mm b) 12-25 mm c) 14-25 mm d) all of the above 42 / 50 42. The maximum strain in the tension reinforcement in the section of a flexural member at failure shall not be less than (if fy is the characteristic strength of steel and Es is the modulus of elasticity of steel) a) 0.0020 b) fy/(1.15Es) + 0.002 c) fy/(1.15Es) + 0.003 d) 0.0300 43 / 50 43. The maximum ratio of span to depth ratio of a slab simply supported and spanning in two directions is a) 25 b) 30 c) 35 d) 40 44 / 50 44. For a line AB a) the forebearing and back bearing of line AB differ by 180° b) the forebearing of AB and the back bearing of line BA differ by 180° c) both (a) and (b) of the above d) none of the above 45 / 50 45. Negative errors are caused in the chain when its length is a) less than the standard length b) equal to the standard length c) any of the above d) more than the standard length 46 / 50 46. The chord of curve less than peg interval is known as a) small chord b) short chord c) long chord d) sub chord 47 / 50 47. Asbestos pipes are joined by means of a) flanged joint b) flexible joint c) simplex joint d) dresser coupling joint 48 / 50 48. According to the guidelines of DWSS, the maximum number of users in each stand post should be: a) 50 b) 100 c) 150 d) 200 49 / 50 49. If in the relative stability test on sewage, the period of incubation at 20°C is 15 days, the relative stability is: a) 95.95% b) 96.05% c) 96.86% d) 100% 50 / 50 50. The minimum size of a fire hydrant is: a) 5 cm b) 10 cm c) 15 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