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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. In survey works, declination varies from time to time and place to place. The main important variation is

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2. Trap is a

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3. If magnitude and direction of a load does not change with respect to time, this type of load is called

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4. Most of the shear tests are done in equipment which is:

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5. For any point on the surface with a given inclination, the contour gradient possible is

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6. The maximum permissible value of dry density is referred to as:

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7. The location of a well is considered good if it is sunk into

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8. *The cement becomes useless if its absorbed moisture content exceeds?

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9. *If the irrigation canal and drain are at the same level, the cross drainage work is achieved by providing

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10. Normally which one contract gives the maximum value of the project

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11. A column that fails primarily due to direct stress is called

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12. Passive earth pressure is defined as

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13. In the premix asphalt concrete of airport pavement construction, the aggregate is also heated

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14. The drawing for municipality is done at scale:

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15. Identify the correct relationship that exists among the modulus of elasticity (E), modulus of rigidity (N), and bulk modulus (k) is

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16. On a grading curve, gap grading is represented by:

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17. The property of the soil which allows water to flow through the soil is known as

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18. A joint in the masonry parallel to the face of the wall is called:

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19. *The meandering river is always

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20. If the coefficient of passive earth pressure k is 1/3 then the coefficient of active earth pressure is:

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21. The projection of any feature on the horizontal plane is called:

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22. During maintenance of potholes, the potholes formed are enclosed by a rectangular boundary. The material inside, which is to be taken out and the pit formed, is carefully filled with aggregate and binder such that

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23. The types of errors that are of a cumulative nature and can be corrected are known as

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24. Tender documents do not contain:

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25. The water content at which the soil changes from a liquid state to a plastic state is known as

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26. Which of the following materials will have the highest Young's Modulus?

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27. Dashed (dotted) line is used for indication:

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28. The ratio of diameter of reinforcing bars and the slab thickness is

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29. *The hydraulic ram is a device

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30. *The lime suitable for use underwater is

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31. If Q is discharge in cubic meters per second and D is the economical diameter of the pipe, then according to Lea

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32. The raised areas constructed within the roadway to establish physical channels through which traffic may be guided are called

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33. *The main assumption of Bernoulli's equation is

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34. The ideal form of the curve for the summit curve is

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35. Type of organization used in the construction industry is:

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36. The maximum velocity in an open channel occurs

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37. Poisson's ratio for concrete

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38. Ovoid sewers are best suited for:

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39. Crashing of the project means:

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40. *Bell bunds are

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41. The strength gained by concrete at the age of twenty-eight days should be:

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42. Hydrants are used for tapping water from mains for:

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43. If H is the height of the liquid above the sill, the effect of end contraction on each side, according to Francis' formula, is

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44. In the case of steel rolling shutters, for the estimation of the painted area, the plain area is multiplied by

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45. *Thrust is induced in the case of

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46. The dry process of manufacturing cement has become obsolete because, in comparison to the wet process

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47. The landing and takeoff of an aircraft are made against the direction of wind. In no case, the center line of the runway should make an angle with the wind direction exceeding

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48. The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The coordinates of another runway are (4600, 5100) and (7000, 5300). The coordinates of the A.R.P are

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49. According to ISI method of measurement, the order of sequence is:

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50. In the case of a cantilever beam, main reinforcement is provided

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