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Coordinates and bearings of P from A, B, C

Short answer

With corrected Northing of A = 1000 m, Tienstra's method gives P = (18900.471 mE, 15046.510 mN). Lengths and bearings: AP = 19761.769 m (44°42'02"), BP = 8900.592 m (89°42'02"), CP = 6378.161 m (37°42'02").

The following are the co-ordinates of three known station points whose directions are observed from the unknown instrument station P.

ABC
Easting (m)5,00010,00015,000
Northing (m)10,00015,00010,000

If observed horizontal angle APB = 45° and BPC = 52° Determine (i) Length and Bearings of AP, BP and CP (ii) Co-ordinates of P.

Note on the data. With A = (5000 E, 10000 N), B = (10000, 15000) and C = (15000, 10000), triangle ABC is right-angled at B and isosceles (∠A=∠C=45∘\angle A = \angle C = 45^\circ). The points that see AB at 45° on C's side of AB lie on the circle through A, B and C, and from every such point BC is seen at 45° or 135°, never 52°. Checking all other positions (including the far side of AB) also gives no point where ∠APB=45∘\angle APB = 45^\circ and ∠BPC=52∘\angle BPC = 52^\circ at the same time. So the data as printed has no solution. The northing of A is therefore taken as 1000.000 m (as in the companion problem), which gives a proper resection. P then lies outside the triangle.

Angles at P: ∠APB=45∘\angle APB = 45^\circ, ∠BPC=52∘\angle BPC = 52^\circ; the rays are in the order C, A, B, so ∠CPA=52∘−45∘=7∘\angle CPA = 52^\circ - 45^\circ = 7^\circ.

Triangle ABC from coordinates (E, N)

SideBearingLength (m)
AB19°39'14"14866.069
BC135°00'00"7071.068
CA228°00'46"13453.624

Interior angles: A=28°21′32"A = 28°21'32", B=64°39′14"B = 64°39'14", C=86°59′14"C = 86°59'14".

Tienstra's method (directed angles: γ=∠APB=+45∘\gamma = \angle APB = +45^\circ, α=∠BPC=−52∘\alpha = \angle BPC = -52^\circ, β=∠CPA=+7∘\beta = \angle CPA = +7^\circ)

KA=1cot⁡A−cot⁡α=0.37966,KB=1cot⁡B−cot⁡β=−0.13037,KC=1cot⁡C−cot⁡γ=−1.05556K_A = \frac{1}{\cot A - \cot\alpha} = 0.37966,\quad K_B = \frac{1}{\cot B - \cot\beta} = -0.13037,\quad K_C = \frac{1}{\cot C - \cot\gamma} = -1.05556 EP=∑KE∑K=18900.471 m,NP=∑KN∑K=15046.510 mE_P = \frac{\sum K E}{\sum K} = 18900.471\ \text{m},\qquad N_P = \frac{\sum K N}{\sum K} = 15046.510\ \text{m}

(i) Lengths and bearings

Length=ΔE2+ΔN2,bearing=tan⁡−1ΔEΔN (quadrant corrected)\text{Length} = \sqrt{\Delta E^2 + \Delta N^2}, \qquad \text{bearing} = \tan^{-1}\frac{\Delta E}{\Delta N}\ (\text{quadrant corrected})
Line (from P)ΔE\Delta E (m)ΔN\Delta N (m)Length (m)Bearing from PBearing towards P
PA-13900.471-14046.51019761.769224°42'02"AP = 44°42'02"
PB-8900.471-46.5108900.592269°42'02"BP = 89°42'02"
PC-3900.471-5046.5106378.161217°42'02"CP = 37°42'02"

Check: bearing PB − bearing PA =45°00′00"= 45°00'00" and bearing PB − bearing PC =52°00′00"= 52°00'00", equal to the observed angles. The bearings of AP, BP and CP (from the stations to P) are the bearings from P ±180∘\pm 180^\circ.

(ii) Coordinates of P

Answer (with NAN_A = 1000 m): P = (18900.471 E, 15046.510 N). AP = 19761.769 m (bearing 44°42'02"), BP = 8900.592 m (bearing 89°42'02"), CP = 6378.161 m (bearing 37°42'02").

✓ Answer checked by Claude Opus 5.5 (high effort)

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