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SURVEYING
LINEAR AND ANGULAR MEASUREMENTS
Part-12
Problem 3.
A base line was measured by tape suspended in catenary under a pull of 145 N, the mean temperature being 14°C. The lengths of various segments of the tape and the difference in level of the two ends of a segment are given in Table. If the tape was standardized on the flat under a pull of 95 N at 18°C determine the correct length of the line. Take ; Cross-sectional area of the tape = 3.35 mm2 Mass of the tape = 0.025 kg/m Coefficient of linear expansion = 0.9 × 10–6 per °C Young’s modulus = 14.8 × 104 MN/m2
Ranging a Survey Line
Definition of Ranging
Ranging Rods
Methods of Ranging
There are two methods of ranging-
Direct Ranging
Indirect Ranging is possible when the ends of a line are not inter-visible as in the case when a hill ground or when the distance between the stations are so large that they are not clearly inter-visible.
Intermediate points are fixed by the process of reciprocal ranging as explained below.
Let A and B be the ends of a survey line to be measured as a rising ground between them.
Two chain men with ranging rods take the positions M1 and N1 such that they are as nearly in line with A and B as they could judge the chain men at M1 could N1 and B.
And the chain men at N1 could see M1 and A.
First chain men at N1 directs M1 to M2 so that he comes in the line with A and N.
Then the chain man at M2 directs N1 to N2 such that he comes in line with B and M2.
The process is repeated so that they align each other successively directing each other until they are both finally in the line AB.
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