Civil Engineering Online Exam »Get New Exams In Each Attempt

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This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard)

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Total Questions: 50
Time Allotted: 40 minutes
Passing Score: 70%
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1 / 50

1. The ICAO has two governing bodies named

a) Parliament & Association

b) Council & Parliament

c) Assembly & Council

d) Association & Assembly

2 / 50

2. Flight time refers to

a) Departure time of an aircraft

b) Arrival time of an aircraft

c) Time taken between departure time (first move) to arrival time (to rest at the end of the flight) of an aircraft

d) All of the above

3 / 50

3. The roof of the hanger is made of

a) RCC

b) Steel frame with GI sheet

c) Bamboo truss

d) All of the above

4 / 50

4. In one day, the height of stone masonry:

a) 0.8m

b) 1.2m

c) 2.5m

d) 3m

5 / 50

5. The roof suitable in high mountainous regions is:

a) Hipped roof

b) Gambrel roof

c) Flat roof

d) Mansard roof

6 / 50

6. The stepped structure provided to provide lateral support for a structure is known as:

a) buttress

b) pilaster

c) pillar

d) leg of the wall

7 / 50

7. The height of the slump cone is kept:

a) 20 cm

b) 20 cm

c) 30 cm

d) 40 cm

8 / 50

8. The difference between total float and free float is called interfering float which is nothing but the:

a) Float of the head event

b) Float of the tail event

c) Slack of the head event

d) Slack of the tail event

9 / 50

9. The completion report includes:

a) The details of the final bill paid to the contractor

b) The details of all the bills paid to the contractor

c) The details of all the bills, variations along with as-built drawings

d) The compilation of all the documents during project implementation

10 / 50

10. Completion of an activity on the CPM network diagram is generally known as:

a) Event

b) Node

c) Connector

d) All of the above

11 / 50

11. *Sandstone is a

a) sedimentary rock

b) igneous rock

c) argillaceous

d) both (a) and (b) above

12 / 50

12. The unit weight of sal is

a) 600 kg/m^3

b) 700 kg/m^3

c) 800 kg/m^3

d) 900 kg/m^3

13 / 50

13. As per IS specification, the maximum final setting time for ordinary Portland cement

a) 30 minutes

b) 60 minutes

c) 10 hours

d) 24 hours

14 / 50

14. If rainwater falls on hot bricks, then the shape of the brick gets deformed, this defect is known as

a) efflorescence

b) chuffs

c) bloating

d) nodule

15 / 50

15. Picture plane is:

a) Transparent

b) Opaque

c) Semi-transparent

d) All of the above

16 / 50

16. Working drawing of a structure at the site is prepared for the:

a) Layout for the construction of the structure

b) Estimating for the structure

c) Preparation of as-built drawing

d) All of the above

17 / 50

17. The angle between isometric axes is:

a) 30Â°

b) 60Â°

c) 90Â°

d) 120Â°

18 / 50

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

a) labor contract

b) item rate contract

c) LS contract

d) all of the above

19 / 50

19. Contractor profit is added to

a) Detailed estimate

b) Rate analysis

c) Valuation

d) Salvage

20 / 50

20. In the analysis of rates, the profit and overhead for the contractor are generally taken as

a) 20%

b) 15%

c) 10%

d) 5%

21 / 50

21. For the most effective traffic control, adopt

a) more number of traffic signs

b) limited numbers of traffic signs

c) more varieties of traffic signs

d) more warning and fewer traffic signs

22 / 50

22. In scant rainfall regions, the camber provided is

a) nil

b) flatter

c) steeper

d) normal

23 / 50

23. The maximum design gradient for the vertical profile of a road is

a) ruling gradient

b) limiting gradient

c) exceptional gradient

d) minimum gradient

24 / 50

24. *The floating method is used for the measurement of

a) discharge

b) head

c) pressure

d) none of the above

25 / 50

25. *Surface float is used to measure

a) pressure

b) difference in pressure

c) viscosity of flow

d) none of the above

26 / 50

26. *Uniform flow is said to occur when

a) the size and shape of the cross-section in a particular length remain constant

b) the size and shape of the cross-section change along a length

c) the frictional loss in the particular length of the channel will be more than the drop in elevation

d) the frictional loss in the particular length of the channel will be less than the drop in elevation

27 / 50

27. *Cipolletti weir is a trapezoidal weir having a side slope of

a) H:V::1:2

b) H:V::2:1

c) H:V::1:4

d) none of the above

28 / 50

28. *The difference in level between the top of a bank and full supply level in a canal is known as

a) berm

b) freeboard

c) height of the bank

d) none of the above

29 / 50

29. For economical design of a gravity dam, the shear friction factor should be

a) 0.65

b) 1

c) between 1 and 2

d) none of the above

30 / 50

30. Horizontal acceleration due to an earthquake results in

a) hydrodynamic pressure

b) inertia force into the body of the dam

c) both (a) and (b) of above

d) none of the above

31 / 50

31. The shear center may be defined as

a) the point through which the resultant of the shear stress pass

b) the point about which the moment of shear flow is zero

c) the center of gravity of the section

d) none of the above

32 / 50

32. A body having similar properties throughout

a) homogeneous

b) isomorphic

c) isotropic

d) anisotropy

33 / 50

33. The value of Poisson's ratio always remains

a) greater than one

b) lesser than one

c) equal to one

d) none of these

34 / 50

34. *Hooke's law holds good up to:

a) Yield point

b) Plastic limit

c) Elastic limit

d) Breaking point

35 / 50

35. At the point of application of concentrated load on a beam, there is

a) maximum BM

b) sudden change in the slope of BM

c) point of contraflexture

d) maximum deflection

36 / 50

36. The functional equation for specific gravity (G), water content (w), void ratio (e), and degree of saturation (Sr) is

a) w = SrG / e

b) e = Srw / G

c) e = wG / Sr

d) G = Swr / e

37 / 50

37. The well foundation is normally used under:

a) Industrial buildings

b) Structures on river beds

c) Tall buildings

d) Offshore wells

38 / 50

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

a) 1.56

b) 2.56

c) 0.56

d) 5.61

39 / 50

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

a) Dense sand, clay, and loose sand

b) Dense sand, loose sand, and clay

c) Loose sand, dense sand, and clay

d) Clay, loose sand, and dense sand

40 / 50

40. The most effective method for compacting sand is by using

a) Pneumatic rollers

b) Sheep foot rollers

c) Steel tyred rollers

d) Vibration

41 / 50

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

a) along the centroid

b) along the natural axis

c) on planes between the neutral axis and the tensile reinforcement

d) on planes between the neutral axis and the compressive reinforcement

42 / 50

42. Weight of steel per cubic meter (m³)

a) 1000 kg

b) 2000 kg

c) 7850 kg

d) 8850 kg

43 / 50

43. The minimum diameter of bars for a slab is generally

a) 6 mm

b) 8 mm

c) 10 mm

d) 12 mm

44 / 50

44. For the construction of a highway railway

a) longitudinal sections are required

b) cross sections are required

c) both longitudinal and cross sections are required

d) none of these

45 / 50

45. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading?

a) 3.65m

b) 3.525m

c) 3.4m

d) all of the above

46 / 50

46. If the smallest division of a vernier is longer than the smallest division of its primary scale, the vernier is known as

a) direct vernier

b) double vernier

c) dimple vernier

d) retrograde vernier

47 / 50

47. Infiltration gallery is a

a) horizontal well

b) vertical well

c) inclined well

d) none of the above

48 / 50

48. The gradient of a sewer is:

a) given in the direction of the natural slope of the ground

b) given in the opposite direction of the natural slope of the ground

c) zero

d) more than 1 in 20

49 / 50

49. Inverted siphon is made of:

a) one pipe

b) two pipes

c) three pipes

d) four pipes

50 / 50

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

a) 1:200

b) 1:400

c) 1:800

d) 1:1000

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Civil Engineering Online Exam

This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard)

Please provide accurate information so we can send your Achievement Certificate by mail.

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