Civil Engineering - Surveying - Discussion
Discussion Forum : Surveying - Section 2 (Q.No. 22)
22.
Centering error of a theodolite produces an error
Discussion:
3 comments Page 1 of 1.
Jinish said:
6 years ago
If the centering is not proper then the horizontal axis of the instrument is not leveled properly means the instrument is some kind inclined at any side so when we take reading at different point error is also different and the error formula = (L x (dL/ ΣL) so it's inversely proportional to the total length.
(4)
Trenith said:
1 year ago
Thanks for the answer @Jinish.
Ravi said:
6 years ago
Anyone, describe the answer.
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