
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) |
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