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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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  • 👍 All the best!

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1. According to I.C.A.O., the recommended length of the airport is decided on

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2. The bearing of the runway at the threshold is 290°, the runway number is

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3. As per ICAO for determining the basic runway length, an aircraft should come to a stop within

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4. Which sequence is correct with respect to the removal of formwork?

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5. If you are asked to construct a massive dam, the type of cement you will use is:

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6. If the floor height of a building is 2.70 m and the riser is 15 cm, then calculate the number of tread required:

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7. The aggregate containing moisture in pores and having its surface dry is known as:

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8. Gantt chart is used for:

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9. The activity which neither takes time nor cost for its completion but is logically required to start the succeeding activity is known as:

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10. A construction schedule is prepared after collecting:

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11. *What type of paint do you recommend in doors on the exterior wall of a building?

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12. *Le-Chatelier's apparatus is used to carry out

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13. To which category do the bauxite bricks belong?

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14. *Softening point test (x/y) for bitumen is done at a temperature of upper numeral indicates the softening temperature (x┬░C) while the lower numeral indicates

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15. For drawing large-size circles...... is attached to the compass (>150mm).

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16. As-built drawing is normally constructed...... the construction

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17. The purpose of making the drawing board with seasoned softwood:

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18. The capacity of a flushing cistern is normally

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19. Approximate weight of 1 cubic meter of sand is

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20. In the case of laying gullies, intercepting traps, the cost includes:

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21. The types of transition curves generally used in hill road is

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22. Sheep foot roller is used for

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23. The drains constructed on the up slope of hillsides are known as

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24. *The float method is used to measure

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25. If the forces are due to inertia and gravity, and frictional resistance plays only a minor role, the design of channels is made by comparing

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26. Liquids or fluids

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27. If the fluid particles move in straight lines and all the lines are parallel to the surface, the flow is called

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28. *The phenomenon of salts coming up in solution and forming a layer of crust on the surface after the evaporation of water is known as

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29. The portion of the reservoir normally not utilized is:

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30. *Site of the head works is good when

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31. *Which of the following gives Modulus of Elasticity

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32. *Dead load of a member is the

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33. Centrifugal force acts away from the center of the path while centripetal force

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34. The point of contraflexure occurs in a beam

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35. *The variation of the bending moment in the segment of a beam where the load is uniformly distributed is

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36. The strength of a soil is generally identified by

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37. If in a partially saturated soil, the degree of saturation is 40%, then the air content of the soil is

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

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39. Agent of transportation for alluvial soils is

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40. Westergaard's theory is more appropriate for

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41. In a column, the minimum cover provided at the end of reinforcement is

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42. A beam curved in plan is designed for

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43. The entrapped air in concrete

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44. The scale used to measure and to set out the angles is

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45. In a traverse, the algebraic sum of the deflection angles, taking the right-hand deflection angles as positive and left-hand deflection as negative, should be equal to

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46. A benchmark (BM) is a

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47. A circular section for a sewer is preferred only up to a diameter of:

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48. When the limiting non-scouring velocity is 5 m/sec, the type of sewer generally used is:

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49. The hourly variation factor is generally taken

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50. In the above problem 151, using Manning's formula with n = 0.014 then the hydraulic gradient will be

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