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Civil Engineering Online Exam

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash 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
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1. *Hydraulic gradient line (except siphon)

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2. After casting, an ordinary cement concrete on drying

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3. A column that fails primarily due to buckling is known as

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4. Hygroscopic water can be removed by

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5. The length of the vehicle has an effect on

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6. Material generally not used as an extender in paints is

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7. Compaction of a concrete slab is done with the help of

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8. *The difference between the total energy gradient line and the total energy line is

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9. Harmful bacteria are called:

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10. The amount of cement required per cubic meter having mix (1:3:6) is

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11. Generally, D.P.C. is provided at:

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12. In an earthen dam, seepage through the foundation is controlled by providing

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13. The types of foundation used to transfer heavy load are:

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14. Diurnal variation depends upon

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15. The net annual letting out value of a property, which is obtained after deducting the amount of yearly repairs from the gross income, is known as

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16. Chazy's formula is used to determine

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17. The angular error of closure or summation error should not exceed (Where N is the number of stations or sides.)

18 / 50

18. Most suitable section of sewer in a separate sewage system is:

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19. Stability of slopes can be increased by:

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20. The devices installed for drawing water from the sources are called

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21. Bar charts are considered suitable for:

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22. B-coli tests are conducted to serve as a

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23. Water-cement ratio is:

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24. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B

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25. A soil sample has the following characteristics: S-50%, G-2.6, W-30%, find the void ratio, e

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26. Which type of foundation is likely to be adopted for a 3 floors high RCC framed residential building?

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27. The argillaceous rocks have their principal constituents as

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28. *Quick lime is obtained from the burning of

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29. The width of the standard A-series drawing paper such as A4, A3, A2 .... is:

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30. Heliport is used for

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31. If α is the coefficient of linear expansion, T is the rise in temperature, then thermal stress is given by

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32. The art of representation of an object by systemic lines on a paper is known as:

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33. The artificial seasoning of timber may

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34. The process of calculating the amount of material, labor, and equipment for a unit of work together with overhead and profit for the contractor is:

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35. Modulus of rupture is a measure of

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36. The curve A, B, and C shown in fig below are respectively the stress-strain curves for stress of

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37. The brittle materials have low toughness because they

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38. The number of points of contraflexture in a simply supported beam carrying udl is

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39. *Surface float method is used for the velocity measurement while the current meter is used for the measurement of

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40. If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from the runway end will be

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41. In PERT analysis, the actual performance of the task is known as:

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42. PERT means:

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43. The total correction for elevation and temperature for the basic runway length should not be more than

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44. The angle between isometric axes is:

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45. *The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal is called

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46. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of:

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47. *The stress at which the extension of a material takes place more quickly as compared to the increase in load is called

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48. The first stage of deciding the alignment of a hill road is

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49. Main reinforcement in an RCC beam is used for

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50. *If the velocity of fluid particles varies from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be

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