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. Two single runways may be arranged so as to have a) L-shape b) T-shape c) X-shape d) All of the above 2 / 50 2. The angle formed by the longitudinal axis of the fuselage and the direction of movement of the nose gear a) Pitch angle b) Cockpit cutoff angle c) Castor angle d) Horizontal angle 3 / 50 3. According to the International Civil Aviation Organization (I.C.A.O.), the strength of runway pavements has been coded by a) Seven English alphabets b) Last seven English alphabets c) First seven English alphabets d) First seven natural numbers 4 / 50 4. The quantity of seepage of water through soils is proportional to: a) coefficient of permeability of soil b) total head loss of the soil c) both (a) and (b) d) none of the above 5 / 50 5. A small window in which shutters are allowed to swing around pivots fixed to the window frame is: a) Pivoted window b) Fixed window c) Sliding window d) Bay window 6 / 50 6. With the rise in the temperature of atmospheric air, the setting time of cement: a) Increases b) Decreases c) Remains affected d) All of the above 7 / 50 7. The maximum thickness of door shutters provided in doors is: a) 20 mm b) 30 mm c) 38 mm d) 50 mm 8 / 50 8. Assuming that the cost varies with time, the cost-slope is defined as: a) Crash cost - Normal cost / Crash time b) Crash cost - Normal cost / Normal time c) Crash cost - Normal cost / Normal time - Crash time d) None of the above 9 / 50 9. Henry Gantt developed the bar chart technique in: a) 1900 AD b) 1940 AD c) 1957 AD d) 1974 AD 10 / 50 10. The objective of technical planning is: a) Preparation of specifications and estimates b) Initiating the procurement action of resources c) Taking remedial action about bottleneck in execution d) All of the above 11 / 50 11. Tiles are used for a) covering the roofs and flooring b) making drains c) both (a) and (b) of above d) none of the above 12 / 50 12. *The defects in wood due to hardening is a) knots b) rind galls c) burls d) none of the above 13 / 50 13. *If the molten magma forces itself into an already existing rock in the earth's crust and solidifies there, such a rock is known as a) metamorphic rock b) extrusive rock c) intrusive rock d) igneous rock 14 / 50 14. Normally, the wood used for scaffolding is a) mango b) bamboo c) shisham d) sal 15 / 50 15. Which line type is thin and light? a) Visible line b) Construction line c) Centre line d) All of the above 16 / 50 16. The dimension system is unidirectional if: a) Dimensions in the drawing sheet can be read from anywhere on the drawing sheet b) Dimensions in the drawing sheet can be read from the bottom edge of the drawing sheet c) Dimensions in the drawing sheet can be read from the bottom and right-hand edge of the drawing sheet d) Dimensions cannot be read 17 / 50 17. Trench plan of a building shows: a) Location and dimension of footing in the horizontal plane b) Location and depth of the foundation c) Locating footing size and depth of foundation d) Depth of excavation for the foundation 18 / 50 18. Providing and assembling in position false work for the construction of RCC superstructure is measured in: a) Meter b) Square meter c) Cubic meter d) Kg 19 / 50 19. The number of skilled and unskilled manpower required for the fabrication of one metric ton steel (Norms prepared by DoR) is a) 2,9 b) 3,9 c) 4,9 d) 5,9 20 / 50 20. Dismantle means a) Same as dismantle b) Breaking up the structure c) Breaking up the structure with care d) All of the above 21 / 50 21. The portion of the road surface, which is used by vehicular traffic, is known as a) carriage way b) shoulder c) express way d) all of the above 22 / 50 22. The concrete pavement is provided when the daily traffic load per lane exceeds a) 100 ton b) 1000 ton c) 500 ton d) 10,000 ton 23 / 50 23. Surface condition of pavement is measured by a) pump integrator b) bump integrator c) dump integrator d) lamp integrator 24 / 50 24. *The energy possessed by a fluid by virtue of its existing pressure is called a) elevation energy b) kinetic energy c) potential energy d) all of the above 25 / 50 25. *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 26 / 50 26. For a circular channel, the wetted perimeter is given by (where θ=half the angle subtended by the water at the center and R= radius of circular channel) a) 2Rθ b) 3Rθ c) 4Rθ d) all of the above 27 / 50 27. The Manning's formula for flow in an open channel is given by a) v = n R^2/3 S^1/2 b) none of the above c) v = 1/n R^2/3 S^1/2 d) v = 1/n R^1/2 S^2/3 28 / 50 28. An artesian aquifer is one where a) water surface under the ground is at atmospheric pressure b) water is under pressure between two impervious strata c) water table serves as the upper surface of the zone of saturation d) none of the above 29 / 50 29. If the RLs of canal bed level and high flood level of drainage are 210.0 m and 212.0 m respectively, then the cross drainage work will be a) aqueduct b) super passage c) syphon aqueduct d) none of the above 30 / 50 30. Retrogression of the bed level of a river downstream a weir or barrage occurs due to a) heavy impact of water b) less percentage of silt c) increase of the bed level d) soft soil strata 31 / 50 31. *In the case of a fixed beam loaded at a point at its center, the number of points at which BM is zero a) 1 b) 2 c) 3 d) 4 32 / 50 32. A brittle material has a) no plastic zone b) no inelastic zone c) a very little plastic zone d) a large plastic zone 33 / 50 33. *The unit failure stress is taken as : a) rupture stress b) ultimate stress c) failure stress d) fracture stress 34 / 50 34. *A beam is said to be of uniform strength if a) bending moment is the same throughout the beam b) deflection is the same throughout the beam c) bending stress is the same throughout the beam d) none of the above 35 / 50 35. The section modulus of a circular section about an axis through its C.G. is a) πd^2/16 b) πd^3/32 c) πd^3/64 d) πd^2/64 36 / 50 36. Negative skin friction affects the load carrying capacity of the pile by: a) Increases b) Decreases c) Constant d) None of the above 37 / 50 37. 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 38 / 50 38. Soils are basically a) Organic materials b) Inorganic materials c) Mineral materials d) Organic and inorganic materials 39 / 50 39. Consolidation test of a soil sample is carried out to determine: a) The void ratio in soil b) The decrease in the total volume c) The liquid limit of soil d) The plastic limit of soil 40 / 50 40. Water content is defined as the ratio of a) Weight of water to weight of solids b) Weight of solids to weight of water c) Total amount of water in soil d) All of the above 41 / 50 41. The types of failure occurring in a beam due to shear force is termed as a) diagonal tension failure b) flexural tension failure c) diagonal compression failure d) all of the above 42 / 50 42. A balanced design of a beam is a condition where the ..... stresses occurring are equal to the permissible stress. a) least b) average c) greatest d) none of these 43 / 50 43. Shear in a concrete beam is caused by a) props only b) variation of B.M along the span c) weak bond d) none of the above 44 / 50 44. The angle that can be set by a French cross-staff is a) 45° b) 90° c) 45° or 90° d) none of the above 45 / 50 45. The tie line is run through the survey to a) take off sets for detailed surveying b) take details of nearby objects c) check accuracy of work d) all of the above 46 / 50 46. *The line of collimation should be parallel to a) vertical axis b) bubble axis c) both (a) and (b) of above d) none of the above 47 / 50 47. The clarigesters are: a) circular septic tanks b) circular imhoff double storage tanks without bottom hoppers c) rectangular septic tanks d) none of the above 48 / 50 48. Pump efficiency is 85%, motor efficiency is 94% then the combined efficiency of the two is a) 90% b) 80% c) 70% d) 85% 49 / 50 49. In Chezy's formula v=c√ms for calculating the velocity of flow in a circular sewer, the Chezy's constant c depends upon: a) size of the sewer b) shape of the sewer c) roughness of the sewer d) all of the above 50 / 50 50. Where it is not possible to obtain self-cleansing velocities for sewers, flush are provided with the minimum available head of: a) 1-3 m b) 3-5 m c) 5-7 m d) 7-10 m 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