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Surveying - Section 1 (4)

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Surveying - Section 1

Surveying is a part of Civil Engineering and here we provide all the important
MCQs of this topic. You can solve these MCQs by clicking this section.

25. 

In quadrantal bearing system, back bearing of a line may be obtained from its forward bearing, by

A. adding 180°, if the given bearing is less than 180°
B. subtracting 180°, if the given bearing, is more than 180°
C. changing the cardinal points, i.e. substituting N for S and E for W and vice-versa
D. none of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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26. 

The limiting length of an offset does not depend upon

A. accuracy of the work
B. method of setting out perpendiculars
C. scale of plotting
D. indefinite features to be surveyed.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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27. 

One of the tacheometric constants is additive, the other constant, is

A. subtractive constant
B. multiplying constant
C. dividing constant
D. indicative constant.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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28. 

If θ is the vertical angle of an inclined sight, δ is the angle of tilt of the staff, the error

A. 62-3.175-1
B. 62-3.175-2
C. 62-3.175-3
D. none of these.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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29. 

Two concave lenses of 60 cm focal length are cemented on either side of a convex lens of 15 cm focal length. The focal length of the combination is

A. 10 cm
B. 20 cm
C. 30 cm
D. 40 cm

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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30. 

In chain surveying field work is limited to

A. linear measurements only
B. angular measurements only
C. both linear and angular measurements
D. all the above.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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31. 

If R is the radius of the main curve, θ the angle of deflection, S the shift and L the length of the transition curve, then, total tangent length of the curve, is

A. (R - S) tan θ/2 - L/2
B. (R + S) tan θ/2 - L/2
C. (R + S) tan θ/2 + L/2
D. (R - S) tan θ/2 + L/2
E. (R - S) cos θ/2 + L/2

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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32. 

The 'fix' of a plane table station with three known points, is bad if the plane table station lies

A. in the great triangle
B. outside the great triangle
C. on the circumference of the circumscribing circle
D. none of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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