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 width of the taxiway is kept about a) 1/3rd of the runway width b) 1/4th of the runway width c) 1/2 of the runway width d) Equal to the runway width 2 / 50 2. For the proposed airport, the survey project provides a) Master plan b) Grading plan c) Topographic plan d) All of the above 3 / 50 3. Heliport is used for a) Storage of helicopter b) Maintenance of helicopter c) Landing and takeoff of helicopter d) All of the above 4 / 50 4. For the construction of thin R.C.C. structures, the type of cement to be avoided is: a) Ordinary Portland cement b) Rapid hardening cement c) Low heat cement d) Blast furnace slag cement 5 / 50 5. In the rectangular foundation of width 'B', the maximum permissible eccentricity of load is limited to: a) B/3 b) B/6 c) B/9 d) B/12 6 / 50 6. Concrete mainly consists of: a) Cement b) Aggregates c) Admixture d) All of the above 7 / 50 7. The type of bond provided in brick masonry for carrying heavy loads is: a) english bond b) double Flemish bond c) flemish bond d) garden wall bond 8 / 50 8. The upper portion of horizontal bars in a bar chart indicates: a) Total duration for completion of an activity b) Progress of work in the specified time c) Due duration for the completion of an activity d) All of the above 9 / 50 9. Codes used in Nepal for building construction/design are: a) National Building Codes (NBC) b) Indian Standard Codes (ISC) c) American Standard Codes (ASC) d) British Standard Codes (BSC) 10 / 50 10. 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 11 / 50 11. *The pigment commonly used in the manufacture of cement is a) ambers b) iron oxide c) lamp black d) all of the above 12 / 50 12. Fire bricks are used a) to reflect heat b) to increase heat flow c) to decrease heat flow d) all of the above 13 / 50 13. *Which constituent of the cement, upon the addition of water, sets and hardens first a) tri-calcium silicate b) tri-calcium aluminate c) di-calcium silicate d) free lime 14 / 50 14. The solvent used in cement paints is a) turpentine b) water c) spirit d) kerosene 15 / 50 15. Working/drawing space on the paper is determined by: a) Working line b) Drawing line c) Border line d) Deader line 16 / 50 16. In engineering drawing, auxiliary views are used to show details of: a) Inclined surfaces b) Horizontal surfaces c) Vertical surfaces d) None of the above 17 / 50 17. Working edge of the drawing board is kept.....of the user: a) Left b) Right c) Ahead d) All of the above 18 / 50 18. The weight of cement in one bag is a) 45 kg b) 50 kg c) 60 kg d) 65 kg 19 / 50 19. Payment of the steel is done by a) per quintal b) per MT c) per thousand d) per bundle 20 / 50 20. Due to a change in the price level, a revised estimate is prepared if the sanctioned estimate exceeds: a) 2% b) 3% c) 4% d) 5% 21 / 50 21. The degree of the road curve is defined as the angle in degrees subtended at the center by an arc of a) 10 m b) 20 m c) 30 m d) 40 m 22 / 50 22. T-beam is suitable for a span of a) 25-30 m span b) >30 m span c) 0-10 m span d) 10-25 m span 23 / 50 23. Setback distance is the distance between a) center line of the horizontal curve and building line b) road land boundary and control line c) building line and control line d) road land boundary and control line 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. *Manometers are used to measure a) pressure in water channels, pipes, etc. b) difference in pressure at two points c) atmospheric pressure d) very low pressure 26 / 50 26. *The wetted perimeter of a channel is given by a) 4.75Q^2 b) 4.75Q c) 4.75√Q d) none of the above 27 / 50 27. Crest of a weir is lower than d/s water level a) submerged weir b) Cipolletti weir c) triangular weir d) sharp-crested weir 28 / 50 28. In a gravity weir, the uplift pressure is resisted by a) weight of floor b) bending action of reinforced concrete floor c) punching action of the floor d) none of the above 29 / 50 29. The flow of water after spilling over the spillway respectively is a) at a right angle and parallel to the weir crest b) parallel and at a right angle to the weir crest c) parallel to the weir crest in both d) none of the above 30 / 50 30. The proportion of silt per unit volume by weight in water is called a) silt density b) silt charge c) silt factor d) none of the above 31 / 50 31. *Stress may be defined as force a) volume b) length c) area d) none of the above 32 / 50 32. *The ratio of the intensity of stress in a case of a suddenly loaded to that of gradually applied load is a) same b) half c) twice d) thrice 33 / 50 33. A shear force diagram of a simply supported beam shows constant shear force throughout the span. It is subjected to a) two concentrated loads spaced at points b) a couple at mid span c) a uniformly distributed load d) none of the above 34 / 50 34. The shear force on a beam is proportional to a) curvature of the axis b) displacement of the axis c) sum of the forces d) sum of the transverse forces 35 / 50 35. *Proof resilience is the greatest stored energy at a) limit of proportionality b) elastic limit c) plastic limit d) yield point 36 / 50 36. The top flow line in the case of seepage flow through an earthen dam has the shape of a) Parabola b) Ellipse c) Hyperbola d) None of the above 37 / 50 37. In cohesive soils, the depth of the vertical cut up to which no lateral support is required is given by: a) 2c/γ b) 4c/γ c) 2γ/c d) 4γ/c 38 / 50 38. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of: a) Cohesion only b) Angle of internal friction c) Both (a) and (b) of above d) None of the above 39 / 50 39. The ratio of settlement at any time t, to the final settlement is called a) Percentage settlement b) Partial settlement c) Degree of consolidation d) Residual consolidation 40 / 50 40. The bearing capacity of soil primarily depends on: a) Depends on the size of the footing b) Load intensity c) Depends on the load d) Rate of loading 41 / 50 41. Singly reinforced beam & doubly reinforced beam are decided based on a) bending moment b) shear force c) bending moment & shear force d) none of the above 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. In R.C.C. beams, the tension reinforcement can be cut off at a point when it is no longer needed if a) enough bond length is available b) shear at the cut-off point does not exceed two-thirds of permissible at that section c) bending moment is zero d) none of the above 44 / 50 44. Theodolite traverse is plotted more accurately by a) consecutive ordinate of each section b) independent coordinates of each section c) inclined angle & scaling off each traverse leg d) the tangent method of plotting 45 / 50 45. The magnetic north is indicated by a) magnetic compass b) prismatic compass c) theodolite d) leveling 46 / 50 46. To orient a plane table without two inaccessible points, the method generally adopted is: a) intersection b) resection c) radiation d) two-point problem 47 / 50 47. Manhole is said to be shallow if its depth is less than: a) 0.7-0.9 m b) 1.0-1.2 m c) 0.8 m d) 0.7 m 48 / 50 48. The minimum size of a fire hydrant is: a) 5 cm b) 10 cm c) 15 cm d) 50 cm 49 / 50 49. Manholes on sewer lines are provided for: a) periodic cleaning b) providing air for oxidation c) removal of part of sewerage d) all of the above 50 / 50 50. The last trap provided in a house drainage system is: a) q-trap b) floor trap c) nahni trap d) interception trap 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