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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. *Which of the following has the maximum water application efficiency?

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2. If Θ is the angle of the slope, L is the length of the slope, and H is the difference in elevation between the two ends of the link, then the slope correction will be

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3. In case of aligned method of dimensioning, they can be read from:

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4. The following types of pavement are generally known as flexible pavement:

5 / 50

5. *Viscosity of a liquid

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6. Granite is not suitable for ordinary building purposes because

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7. Alum increases

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8. A column is considered as a long column if its slenderness ratio is more than

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

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10. The technique of finding the fair price of an existing building or property is known as

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11. If the visibility of the environment is less than 4 KNm then the pilot must follow

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12. The process of hardening the concrete by keeping its surface moist is known as:

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13. *Short column taking maximum load having equal section

14 / 50

14. The RL of the benchmark is 1000.0 m, and the back sight reading at the benchmark is 2.555 m. Find the staff reading of IS if the RL of IS is 1000.055 m

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15. The maximum spacing of side-face reinforcement in a beam should be

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16. Depth of foundation is determined by:

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17. The D.P.C. is provided in the building in the form of:

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18. The square root of the ratio of moment of inertia and cross-section area of the member is known as

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19. The maximum deflection in a cantilever beam carrying a uniformly distributed load (w) over spans is (Where L is span of beam, W is total load and EI is flexural rigidity)

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20. Estimate is

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21. An excavation in the base of a dam or other structures filled with relatively impervious material to reduce percolation is called

22 / 50

22. Contour lines look to cross each other in the case of

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23. The time by which the particular activity can be delayed without affecting the preceding and succeeding activities is known as:

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24. The process of improving the engineering properties of the soil and thus making it more stable is known as

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25. What is the slant for the letter shown? K80°

26 / 50

26. In distribution pipes, drain valves are provided at

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27. The appropriate cost to the complete labor as a percentage of the total cost of the building is

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28. The most suitable method for increasing the bearing capacity of black cotton soil is:

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29. If s is the focal length of Kozeny's parabola and k is the coefficient of permeability, the seepage flow rate per unit length of the dam is given as

30 / 50

30. Pick up the correct statement from the following:

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31. Septic tanks are best suited for:

32 / 50

32. The bearing of the longest line of a wind rose is S 45°E. The bearing of the runway will be numbered

33 / 50

33. *The types of instrument used to measure low pressure with accuracy is

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34. If the average center-to-center spacing of vehicles is 25 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

35 / 50

35. 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

36 / 50

36. The scheduled completion time of an operation in CPM chart is mentioned on:

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

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38. The initial and final setting times of quick setting cement are

39 / 50

39. The techniques for free-hand sketch to drawing a straight line is:

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40. The dual-role event is:

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41. Extra width of mechanical widening on the curve is provided

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42. An agent responsible for the transportation of soil is

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43. Identify the geological classification of rocks

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44. The critical exit gradient may occur when

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45. Per capita water demand is calculated in liters

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46. The line joining the points to which the liquid rises in vertical piezometer tubes fitted at different cross-sections of a conduit is known as

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47. Excess of iron oxide in brick earth causes

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48. The formula V=0.55 mD0.64 is given by

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49. The minimum number of main bars in a circular column is

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50. The difference in ordinate of the shear force between any two sections is equal to the area under

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