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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). __________
Options:
A .  641.9 to 642.3
B .  534.6 to 535.2
C .  127.4 to 128.1
D .  212.0 to 212.5
Answer: Option A


-NA-



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