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The-Theodolite-&-Theodolite-Traversing

Calculate R.L of B, if D = 24.96 m, angle for line of sight is +4024ꞌ, height of axis will be 1.29 m and R.L of A is 400 m.


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In Geodic surveying, correction for curvature and refraction are neglected.

Calculate R.L of B, if D = 24.96 m, angle for line of sight is +4024ꞌ, height of axis will be 1.29 m and R.L of A is 400 m.

From the figure, find the horizontal distance between the station and staff and consider distance between stations will be 2 m.
From the figure, find the horizontal distance between the station and staff and consider distance between stations will be 2 m.\r\n \r\n

Calculate the R.L of B

if D = 24.96 m

angle for line of sight is +4024ꞌ

height of the axis will be 1.29 m and the R.L of A is 400 m.

The Theodolite & Theodolite Traversing

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