Civil Engineering Online Exam »Get New Exams In Each Attempt

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This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard)

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Total Questions: 50
Time Allotted: 40 minutes
Passing Score: 70%
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1 / 50

1. The length of the runway under standard atmospheric conditions at the site is 1800m. The design length of the runway is, if the actual RL of the site is 1200m

a) 2304 m

b) 2704 m

c) 2504 m

d) 2640 m

2 / 50

2. Pick up the correct statement from the following

a) The speed of the aircraft relative to the ground is called cruising speed

b) The speed of the aircraft relative to wind is called airspeed

c) When the wind is blowing in the direction of the flight, airspeed is more than cruising speed

d) All of the above

3 / 50

3. The standard mean sea-level temperature is assumed as the temperature gradient equal to 6.5Â°C per 1000m rise in elevation

a) 10Â°C

b) 15Â°C

c) 20Â°C

d) 30Â°C

4 / 50

4. The termination of the unfinished wall in a stepped fashion is known as:

a) toothing

b) pointing

c) racking back

d) jointing

5 / 50

5. Pick up the correct statement from the following:

a) Admixtures accelerate hydration

b) Admixtures make concrete water-proof

c) Admixtures make concrete acid-proof

d) All of the above

6 / 50

6. A floor constructed with special aggregate of 3 mm marble chips mixed with white and colored cement is called:

a) Mosaic floor

b) Terrazzo floor

c) Chips floor

d) Marble floor

7 / 50

7. Warehouse pack of cement means:

a) Full capacity of the warehouse

b) Pressure exertion of the bags of upper layers

c) Pressure compaction of the bags on lower layers

d) Packing the ware house

8 / 50

8. PERT means:

a) Program Evaluation and Review Technique

b) Pertinent Programming Related to a Project

c) Performance Evaluation, Rating, and Timing

d) None of the above

9 / 50

9. For the execution of work in time, a work plan is prepared by:

a) Contractor

b) Consultant

c) Petty contractor

d) Financial institution

10 / 50

10. In resource leveling, the main constraint would be:

a) On the resources

b) Project duration time

c) Both of the above

d) None of the above

11 / 50

11. *To give a brilliant finish, the type of varnish used is:

a) water varnish

b) spirit varnish

c) turpentine varnish

d) oil varnish

12 / 50

12. The process of mixing sand with the powdered natural soil to improve the quality is known as

a) moulding

b) tempering

c) pugging

d) blending

13 / 50

13. *The main purpose of seasoning is

a) to make the timber fire-resistant

b) to remove the moisture from the timber at a uniform rate

c) to make the timber waterproof

d) none of the above

14 / 50

14. A piece of sawn timber whose cross-sectional dimensions exceed 5 cm in one direction and 20 cm in the other direction is called a

a) cant

b) deal

c) bauk

d) strip

15 / 50

15. The locus of the center of curvature is known as:

a) Space

b) Evolute

c) Point

d) Centre

16 / 50

16. Why perspective drawing is done by a manufacturer?

a) It is easy to express in the market

b) Shape is confirmed

c) Exact size is not measured

d) All of the above

17 / 50

17. The point of intersection of coordinate axes is called:

a) Zero-zero

b) Origin

c) Cross point

d) All of the above

18 / 50

18. The building material brick

a) Absorbs more heat than stone

b) Absorbs less heat than stone

c) Absorbs equal heat as the stone

d) May be less or more

19 / 50

19. The unit of measurement for electric wiring or electrification light, fan plug points is

a) point

b) meter

c) number

d) no unit

20 / 50

20. Plinth area estimate is an approximate estimate mostly used for the estimation of:

a) Bridges

b) Irrigation channel

c) Building

d) Road

21 / 50

21. Generally, sight distance at a curve is...

a) more

b) less

c) equal to

d) all of the above

22 / 50

22. The California bearing Ratio (CBR) test is carried out for:

a) evaluating the shearing strength of the soil sample

b) evaluating the stability of soil subgrade

c) evaluating the water content of the subgrade

d) evaluating the compressive strength of the soil sample

23 / 50

23. Rotaries are not suitable if the number of vehicles exceeds (As per AASHO)

a) 3000 vehicles per hour

b) 4000 vehicles per hour

c) 5000 vehicles per hour

d) 6000 vehicles per hour

24 / 50

24. *A pitot tube is used to measure

a) pressure

b) different in pressure

c) velocity of flow

d) none of the above

25 / 50

25. If the fluid particles move in a zig-zag way, the flow is called

a) unsteady

b) non-uniform

c) turbulent

d) incompressible

26 / 50

26. The head of water representing in the case of HGL line is known as

a) static head

b) residual head

c) pressure head

d) all of the above

27 / 50

27. Mouthpieces are used to measure

a) velocity

b) pressure

c) head

d) rate of flow

28 / 50

28. Percolation loss is less in the case of

a) sandy soil

b) black cotton soil

c) silty soil

d) all of the above

29 / 50

29. When the discharge of a well decreases by the design amount, then this type of well is called

a) damage well

b) rough well

c) less capacity well

d) sick well

30 / 50

30. *Drop structures in the canal are provided for

a) providing a bridge

b) energy dissipation

c) maintaining ground slope

d) creating high velocity

31 / 50

31. The effective length of a column effectively held in position and restrained in direction at one end will be

a) 1l

b) 1.5 l

c) 2 l

d) 3 l

32 / 50

32. Find the maximum BM induced in a simply supported 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) 8 KN-m

b) 4 KN-m

c) 2 KN-m

d) 1 KN-m

33 / 50

33. A viscoelastic material

a) is an elastic material

b) has a small plastic zone

c) has a time-dependent stress-strain relation

d) has a viscous surface

34 / 50

34. The c.g. of a semi-circular arc is

a) r/π

b) r/2π

c) r/3π

d) 2r/π

35 / 50

35. *Centre of gravity of a semi-circle is... above the base AB (Dia.)

a) 2r/π

b) 4r/3π

c) r/8

d) r/4

36 / 50

36. The difference between total pressure and pore water pressure is known as

a) Major principal stress

b) Minor principal stress

c) Effective stress

d) None of the above

37 / 50

37. 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

38 / 50

38. The ratio of plasticity index to clay fraction is known as

a) Activity ratio or number

b) Flow index

c) Liquidity index

d) Toughness index

39 / 50

39. For a well-graded soil, the coefficient of curvature will be between

a) 1 and 10

b) 2 and 8

c) 3 and 7

d) 1 and 3

40 / 50

40. If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio, respectively, are:

a) 1.0 and 0.0

b) 0.0 and 1.0

c) 0.5 and 1.0

d) 1.0 and 0.5

41 / 50

41. The ultimate tensile strength of structural mild steel is about

a) 160 N/mm²

b) 260 N/mm²

c) 520 N/mm²

d) 420 N/mm²

42 / 50

42. Due to shrinkage stress, a simply supported beam having reinforcement only at the bottom tends to

a) deflect downward

b) deflect upward

c) deflect upward or downward

d) none of the above

43 / 50

43. As per IS: 456, the column is considered as a short column if its slenderness ratio is more than

a) 10

b) 15

c) 18

d) 24

44 / 50

44. Fifteen readings were recorded in a level field book. If the instrument was shifted after the 5th, 10th, and 15th readings, then the foresight readings are

a) 1st, 3rd, and 7th readings

b) 5th, 10th, and 15th readings

c) 2nd and 6th reading

d) 3rd, 4th, 5th, 7th, 8th, 9th, and 10th reading

45 / 50

45. A traverse deflection angle is

a) less than 90°

b) between 90° and 180°

c) the difference between the included angle and 180°

d) none of the above

46 / 50

46. Two contour lines, having the same elevation

a) can't cross each other

b) can cross each other

c) can't unite together

d) can unite together

47 / 50

47. In distribution pipes, drain valves are provided at

a) lower point

b) higher point

c) junction points

d) anywhere

48 / 50

48. Which traps have parallel legs?

a) P-Trap

b) Q-Trap

c) gully trap

d) S-Trap

49 / 50

49. Non-scouring velocity in concrete sewer is caused by:

a) 2.5 to 3.0 m/sec

b) 2.5 to 3.5 m/sec

c) 1.5 to 2.5 m/sec

d) 0.6 to 1.2 m/sec

50 / 50

50. Time of concentration depends upon:

a) slope of the catchment

b) intensity of rainfall

c) nature of soil

d) all of the above

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Civil Engineering Online Exam

This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard)

Please provide accurate information so we can send your Achievement Certificate by mail.

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