A new control station P, is to be established from existing coordinated control stations R and S. The distances between RP and SP were measured as 3051.630 and 1980.270 m respectively. The coordinates of station R are given as 10000.00 mE, 10000.000 mN and for station S are as 13462.560 mE and 11373.620 mN. Station P is south of station R.
Calculate:
Bearing RP
Bearing SP
Use both survey lines RP and SP to calculate coordinate station P and make sure they give you the same answer.
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