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McqMate
These multiple-choice questions (MCQs) are designed to enhance your knowledge and understanding in the following areas: Civil Engineering .
1. |
During chaining along a straight line, the . leader of the party has 4 arrows in his hand while the follower has 6. Distance of the follower from the starting point is |
A. | 4 chains |
B. | 6 chains |
C. | 120 m |
D. | 180m |
Answer» B. 6 chains |
2. |
A metallic tape is made of |
A. | steel |
B. | invar |
C. | linen |
D. | cloth and wires |
Answer» D. cloth and wires |
3. |
For a well-conditioned triangle, no angle should be less than |
A. | 20° |
B. | 30° |
C. | 45° |
D. | 60° |
Answer» B. 30° |
4. |
The angle of intersection of the two plane mirrors of an optical square is |
A. | 30° |
B. | 45° |
C. | 60° |
D. | 90° |
Answer» B. 45° |
5. |
The allowable length of an offset depends upon the |
A. | degree of accuracy required |
B. | method of setting out the perpendiculars and nature of ground |
C. | scale of plotting |
D. | all of the above |
Answer» D. all of the above |
6. |
Which of the following angles can be set out with the help of French cross staff? |
A. | 45° only |
B. | 90° only |
C. | either 45° or 90° |
D. | any angle |
Answer» C. either 45° or 90° |
7. |
Which of the following methods of offsets involves less measurement on the ground? |
A. | method of perpendicular offsets |
B. | method of oblique offsets |
C. | method of ties |
D. | all involve equal measurement on the ground |
Answer» A. method of perpendicular offsets |
8. |
The permissible error in chaining for measurement with chain on rough or hilly ground is |
A. | 1 in 100 |
B. | 1 in 250 |
C. | 1 in 500 |
D. | 1 in 1000 |
Answer» B. 1 in 250 |
9. |
The correction for sag is |
A. | always additive |
B. | always subtractive |
C. | always zero |
D. | sometimes additive and sometimes subtractive |
Answer» B. always subtractive |
10. |
Cross staff is an instrument used for |
A. | measuring approximate horizontal angles |
B. | setting out right angles |
C. | measuring bearings of the lines |
D. | none of the above |
Answer» B. setting out right angles |
11. |
Normal tension is that pull which |
A. | is used at the time of standardising the tape |
B. | neutralizes the effect due to pull and sag |
C. | makes the correction due to sag equal to zero |
D. | makes the correction due to pull equal to zero |
Answer» B. neutralizes the effect due to pull and sag |
12. |
Which of the following is not used in measuring perpendicular offsets ? |
A. | line ranger |
B. | steel tape |
C. | optical square |
D. | cross staff |
Answer» A. line ranger |
13. |
If the length of a chain is found to be short on testing, it can be adjusted by |
A. | straightening the links |
B. | removing one or more small circular rings |
C. | closing the joints of the rings if opened out |
D. | all of the above |
Answer» A. straightening the links |
14. |
The maximum tolerance in a 20 m chain is |
A. | ±2 mm |
B. | ±3 mm |
C. | ±5 mm |
D. | ±8 mm |
Answer» C. ±5 mm |
15. |
For accurate work, the steel band should always be used in preference to chain because the steel band |
A. | is lighter than chain |
B. | is easier to handle |
C. | is practically inextensible and is not liable to kinks when in use |
D. | can be easily repaired in the field |
Answer» C. is practically inextensible and is not liable to kinks when in use |
16. |
The length of a chain is measured from |
A. | centre of one handle to centre of other handle |
B. | outside of one handle to outside of other handle |
C. | outside of one handle to inside of other handle |
D. | inside of one handle to inside of other handle |
Answer» B. outside of one handle to outside of other handle |
17. |
Select the incorrect statement. |
A. | The true meridians at different places are parallel to each other. |
B. | The true meridian at any place is not variable. |
C. | The true meridians converge to a point in northern and southern hemispheres. |
D. | The maps prepared by national survey departments of any country are based on true meridi |
Answer» A. The true meridians at different places are parallel to each other. |
18. |
If the true bearing of a line AB is 269° 30′, then the azimuth of the line AB is |
A. | 0° 30′ |
B. | 89° 30′ |
C. | 90° 30′ |
D. | 269° 30′ |
Answer» C. 90° 30′ |
19. |
In the prismatic compass |
A. | the magnetic needle moves with the box |
B. | the line of the sight does not move with the box |
C. | the magnetic needle and graduated circle do not move with the box |
D. | the graduated circle is fixed to the box and the magnetic needle always remains in the N-S direction |
Answer» C. the magnetic needle and graduated circle do not move with the box |
20. |
For a line AB |
A. | the forebearing of AB and back bearing of AB differ by 180° |
B. | the forebearing of AB and back bearing of BA differ by 180° |
C. | both (a) and (b) are correct. |
D. | none is correct |
Answer» A. the forebearing of AB and back bearing of AB differ by 180° |
21. |
Local attraction in compass surveying may exist due to |
A. | incorrect levelling of the magnetic needle |
B. | loss of magnetism of the needle |
C. | friction of the needle at the pivot |
D. | presence of magnetic substances near the instrument |
Answer» D. presence of magnetic substances near the instrument |
22. |
In the quadrantal bearing system, a whole circle bearing of 293° 30′ can be expressed as |
A. | W23°30’N |
B. | N66°30’W |
C. | S113°30’N |
D. | N23°30’W |
Answer» B. N66°30’W |
23. |
The prismatic compass and surveyor’s compass |
A. | give whole circle bearing (WCB) of a line and quadrantal bearing (QB) of a line respectively |
B. | both give QB of a line and WCB of a line |
C. | both give QB of a line |
D. | both give WCB of a line |
Answer» A. give whole circle bearing (WCB) of a line and quadrantal bearing (QB) of a line respectively |
24. |
The horizontal angle between the true meridian and magnetic meridian at a place is called |
A. | azimuth |
B. | declination |
C. | local attraction |
D. | magnetic bearing |
Answer» B. declination |
25. |
A negative declination shows that the magnetic meridian is to the |
A. | eastern side of the true meridian |
B. | western side of the true meridian |
C. | southern side of the true meridian |
D. | none of the above |
Answer» B. western side of the true meridian |
26. |
If the magnetic bearing of the sun at a place at noon in southern hemisphere is 167°, the magnetic declination at thatplace is |
A. | 77° N |
B. | 23° S |
C. | 13° E |
D. | 13° W |
Answer» C. 13° E |
27. |
The graduations in prismatic compass
|
A. | (i) and (iii) |
B. | (i) and (iv) |
C. | (ii) and (iii) |
D. | (ii) and (iv) |
Answer» A. (i) and (iii) |
28. |
Agate cap is fitted with a |
A. | cross staff |
B. | level |
C. | chain |
D. | prismatic compass |
Answer» D. prismatic compass |
29. |
The temporary adjustments of a prismatic compass are
|
A. | (0, (iii), 00 |
B. | (0, (ii), (iii) |
C. | (ii), (iii), 0) |
D. | (in), (i), (ii) |
Answer» B. (0, (ii), (iii) |
30. |
Theodolite is an instrument used for |
A. | tightening the capstan-headed nuts of level tube |
B. | measurement of horizontal angles only |
C. | measurement of vertical angles only |
D. | measurement of both horizontal and vertical angles |
Answer» D. measurement of both horizontal and vertical angles |
31. |
The process of turning the telescope about the vertical axis in horizontal plane is known as |
A. | transiting |
B. | reversing |
C. | plunging |
D. | swinging |
Answer» D. swinging |
32. |
Size of a theodolite is specified by |
A. | the length of telescope |
B. | the diameter of vertical circle |
C. | the diameter of lower plate |
D. | the diameter of upper plate |
Answer» C. the diameter of lower plate |
33. |
Which of the following is not the function of levelling head ? |
A. | to support the main part of the instrument |
B. | to attach the theodolite to the tripod |
C. | to provide a means for leveling the theodolite |
D. | none of the above |
Answer» D. none of the above |
34. |
If the lower clamp screw is tightened and upper clamp screw is loosened, the theodolite may be rotated |
A. | on its outer spindle with a relative motion between the vernier and graduated scale of lower plate |
B. | on its outer spindle without a relative motion between the vernier and graduated scale of lower plate |
C. | on its inner spindle with a relative motion between the vernier and the graduated scale of lower plate |
D. | on its inner spindle without a relative motion between the vernier and the graduated scale of lower plate |
Answer» C. on its inner spindle with a relative motion between the vernier and the graduated scale of lower plate |
35. |
A telescope is said to be inverted if its |
A. | vertical circle is to its right and the bubble of the telescope is down |
B. | vertical circle is to its right and the bubble of the telescope is up |
C. | vertical circle is to its left and the bubble of the telescope is down |
D. | vertical circle is to its left and the bubble of the telescope is up |
Answer» A. vertical circle is to its right and the bubble of the telescope is down |
36. |
The cross hairs in the surveying telescope are placed |
A. | midway between eye piece and objec¬tive lens |
B. | much closer to the eye-piece than to the objective lens |
C. | much closer to the objective lens than to the eye piece |
D. | anywhere between eye-piece and objective lens |
Answer» B. much closer to the eye-piece than to the objective lens |
37. |
For which of the following permanent adjustments of theodolite, the spire test is used ? |
A. | adjustment of plate levels |
B. | adjustment of line of sight |
C. | adjustment of horizontal axis |
D. | adjustment of altitude bubble and vertical index frame |
Answer» C. adjustment of horizontal axis |
38. |
The adjustment of horizontal cross hair is required particularly when the instrument is used for |
A. | leveling |
B. | prolonging a straight line |
C. | measurement of horizontal angles |
D. | all of the above |
Answer» A. leveling |
39. |
Which of the following errors is not eliminated by the method of repetition of horizontal angle measurement ? |
A. | error due to eccentricity of verniers |
B. | error due to displacement of station signals |
C. | error due to wrong adjustment of line of collimation and trunnion axis |
D. | error due to inaccurate graduation |
Answer» B. error due to displacement of station signals |
40. |
The error due to eccentricity of inner and outer axes can be eliminated by |
A. | reading both verniers and taking the mean of the two |
B. | taking both face observations and taking the mean of the two |
C. | double sighting |
D. | taking mean of several readings distributed over different portions of the graduated circle |
Answer» A. reading both verniers and taking the mean of the two |
41. |
In the double application of principle of reversion, the apparent error is |
A. | equal to true error |
B. | half the true error |
C. | two times the true error |
D. | four times the true error |
Answer» D. four times the true error |
42. |
Which of the following errors can be eliminated by taking mean of bot face observations ? |
A. | error due to imperfect graduations |
B. | error due to eccentricity of verniers |
C. | error due to imperfect adjustment of plate levels |
D. | error due to line of collimation not being perpendicular to horizontal axis |
Answer» D. error due to line of collimation not being perpendicular to horizontal axis |
43. |
Which of the following errors cannot be eliminated by taking both face observations ? |
A. | error due to horizontal axis not being perpendicular to the vertical axis |
B. | index error i.e. error due to imperfect adjustment of the vertical circle vernier |
C. | error due to non-parallelism of the axis of telescope level and line of collimation |
D. | none of the above |
Answer» D. none of the above |
44. |
If a tripod settles in the interval that elapses between taking a back sight reading and the following foresight reading, then the elevation of turning point will |
A. | increase |
B. | decrease |
C. | not change |
D. | either ‘a’ or ‘b’ |
Answer» A. increase |
45. |
If altitude bubble is provided both on index frame as well as on telescope of a theodolite, then the instrument is levelled with reference to
|
A. | only (i) |
B. | both (i) and (iv) |
C. | only (iii) |
D. | both (ii) and (iii) |
Answer» B. both (i) and (iv) |
46. |
A’level line’is a |
A. | horizontal line |
B. | line parallel to the mean spheriodal surface of earth |
C. | line passing through the center of cross hairs and the center of eye piece |
D. | line passing through the objective lens and the eye-piece of a dumpy or tilting level |
Answer» B. line parallel to the mean spheriodal surface of earth |
47. |
The following sights are taken on a “turning point” |
A. | foresight only |
B. | backsight only |
C. | foresight and backsight |
D. | foresight and intermediate sight |
Answer» C. foresight and backsight |
48. |
The rise and fall method of levelling provides a completed check on |
A. | backsight |
B. | intermediate sight |
C. | foresight |
D. | all of the above |
Answer» D. all of the above |
49. |
If the R.L. of a B.M. is 100.00 m, the back- sight is 1.215 m and the foresight is 1.870 m, the R.L. of the forward station is |
A. | 99.345 m |
B. | 100.345 m |
C. | 100.655m |
D. | 101.870m |
Answer» A. 99.345 m |
50. |
In an internal focussing type of telescope, the lens provided is |
A. | concave |
B. | convex |
C. | plano-convex |
D. | plano-concave |
Answer» A. concave |
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