Civil Engineering - Surveying
Exercise : Surveying - Section 2
31.
The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every
32.
The systematic errors which persist and have regular effects in the performance of a survey operation, are due to
33.
It θ is the probable error of an observed bearing of a line of length l, the error over the whole length of the traverse of n lines of length l is
34.
The best method of interpolation of contours, is by
35.
Pick up the correct specification of Ramsden eyepiece from the following :
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