A theodolite is set up at station A and a 3 m long staff is held vertically at station B. The depression angle reading at 2,5 m marking on the staff is 6°10′. The horizontal distance between A and B is 2200 m. Height of instrument at station A is 1.1 m and R.L, of A is 880.88 m. Apply the curvature and refraction correction, and determine the R.L. of B (in m).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A theodolite is set up at station A and
a 3 m long staff is held vertically at
station B. The depression angle reading
at 2,5 m marking on the staff is 6°10′.
The horizontal distance between A and
B is 2200 m. Height of instrument at
station A is 1.1 m and R.L. of A is
880,88 m. Apply the curvature and
refraction correction, and determine the
R.L. of B (in m).
Transcribed Image Text:A theodolite is set up at station A and a 3 m long staff is held vertically at station B. The depression angle reading at 2,5 m marking on the staff is 6°10′. The horizontal distance between A and B is 2200 m. Height of instrument at station A is 1.1 m and R.L. of A is 880,88 m. Apply the curvature and refraction correction, and determine the R.L. of B (in m).
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