Civil Engineering : Surveying QUESTIONS AND ANSWERS :: part2 : 16 to 20
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
16.Which of the following errors cannot be eliminated by taking both face observations ? |
error due to horizontal axis not being perpendicular to the vertical axis |
index error i.e. error due to imperfect adjustment of the vertical circle vernier |
error due to non-parallelism of the axis of telescope level and line of collimation |
none of the above |
17.The following sights are taken on a "turning point" |
foresight only |
backsight only |
foresight and backsight |
foresight and intermediate sight |
18.For which of the following permanent adjustments of theodolite, the spire test is used ? |
adjustment of plate levels |
adjustment of line of sight |
adjustment of horizontal axis |
adjustment of altitude bubble and vertical index frame |
19.Which of the following errors can be neutralised by setting the level midway between the two stations ? |
error due to curvature only |
error due to refraction only |
error due to both curvature and re-fraction |
none of the above |
20.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 i) altitude bubble on index frame ii) altitude bubble on index frame if it is to be used as a level iii) altitude bubble on telescope iv) altitude bubble on telescope if it is to be used as a level The correct answer is |
only (i) |
both (i) and (iv) |
only (iii) |
both (ii) and (iii) |
More Surveying QUESTIONS AND ANSWERS available in next pages
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