Civil Engineering Online Exam

1. As the elevation of the airport increases, the runway length

2. From the end of an instrumental runway, the approach surface rises outwards

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

4. The roof suitable in plains where rainfall is merge and temperature is high is:

5. The roof sloping in four directions is called:

6. The course of stone placed immediately below the cornice along the face of the wall is:

7. Curing period is minimum for concrete using:

8. In PERT analysis, the time estimates of activities and the probability of their occurrence follow:

9. The final technical authority of a project is:

10. An example of a parallel activity is:

11. Mica, mainly, is composed of

12. Tiles are used for

13. Excess of alumina in a brick earth causes

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

15. The following are solids of revolution except:

16. Picture plane is:

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

18. 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

19. Minimum side lap required for asbestos cement sheets is

20. The weight of 10 mm diameter mild steel rod per meter length is equal to

21. The provision of wind guy cable in a suspension bridge is

22. Traffic surveys are carried out to

23. Page testing machine is used for

24. *What affects the quantity of mass of a fluid?

25. From a nozzle exposed to the atmosphere, the liquid jet traverses

26. *The magnitude of capillary rise is more in:

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

28. The method of irrigation, in which land surrounded by natural or artificial banks is flooded, is known as

29. *The crops require maximum water during

30. A counter berm is

31. The bending moment in a cable carrying a system of loads will be

32. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is

33. *Maximum deflection of a simply supported beam subjected to concentrated load (w) at the mid-point is

34. *The shear flow in a section can be defined as

35. *The ratio of the intensity of stress in a case of a suddenly loaded to that of gradually applied load is

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

37. The seepage force is proportional to

38. Quick sand is a

39. The compression resulting from long-term static load and resulting expulsion of water is known as

40. Generally, soils are considered as

41. In a doubly reinforced beam, the maximum shear stress occurs

42. The radius of bar bend to form a hook should not be less than

43. Strength of concrete increases with

44. The upgrade road meets with the downgrade road, then the curve formed at the junction is called

45. Height of instrument method of leveling, as compared to the rise and fall method, is

46. For the route survey of a contour map, the method used is

47. A tube well of 38cm diameter has depths before and after pumping at 10.7 m and 4.60, respectively. The coefficient of permeability is 2273 liters per day. If the radius of the circle of influence is 304.8m. The yield from the tube well will be

48. Grit chamber has a detention period of:

49. Drop manholes are provided on sewers in:

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