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1. |
A theodolite was set up at a station P. The angle of depression to vane 2 m above the foot of a staff held at another station Q was 450. The horizontal distance between stations P and Q is 20 m. The staff reading at a benchmark S of RL 4.33.050 m is 2.905 m. Neglecting the errors due to curvature and refraction, the RL of the station Q (in m), is |
A. | 413.05 |
B. | 413.955 |
C. | 431.05 |
D. | 435.955 |
Answer» C. 431.05 | |