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MCQs: The cross hairs in the surveying telescope are placed_____________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The adjustment of horizontal cross hair is required particularly when the instrument is used for_____________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The error due to eccentricity of inner and outer axes can be eliminated by________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: In an internal focussing type of telescope, the lens provided is_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The rise and fall method of levelling provides a complete check on_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: A’level line’is a______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: 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_________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: In the double application of principle of reversion, the apparent error is_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Which of the following errors cannot be eliminated by taking both face observations ?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Theodolite is an instrument used for_________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: 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_________________?
1. altitude bubble on index frame
2. altitude bubble on index frame if it is to be used as a level
3. altitude bubble on telescope
4. altitude bubble on telescope if it is to be used as a level
The correct answer is?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Which of the following errors can be eliminated by taking mean of bot face observations ?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The following sights are taken on a “turning point”________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: 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_________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: As applied to staff readings, the corrections for curvature and refraction are respectively The above table shows a part of a level field book. The value of X should be________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Refraction correction________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The sensitivity of a bubble tube can be increased by________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: If the staff is not held vertical at a level¬ling station, the reduced level calculated from the observation would be_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Which of the following errors can be neutralised by setting the level midway between the two stations ?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The rise and fall method_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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