- 2080 Chaitra · 8 marks
Tienstra's method, P from A, B, C (APB=45°)
Short answer
Using Tienstra's method with signed observed angles (+45°, -52°, +7°) and interior angles of triangle ABC from coordinates, the computed constants yield P = (18900.471 m E, 15046.510 m N).
The followings are the coordinates of their known stations whose direction are observed from unfixed instrument station P.
| Stations | A | B | C |
|---|---|---|---|
| Easting (m) | 5000.000 | 10000.000 | 15000.000 |
| Northing (m) | 1000.000 | 15000.000 | 10000.000 |
If observed horizontal angle APB = 45°00'00" and angle BPC = 52°00'00", determine the coordinates of resection point P by Tienstra method.
The northing of A is taken as printed, 1000.000 m. P lies outside the triangle ABC. The rays from P are in the order C, A, B: , , and therefore (ray PA lies between PC and PB). Taken as directed angles (clockwise positive), they are , and (sum 0). This is the only position of P that fits the observations.
Tienstra's formula. Let the known stations be with interior angles of the triangle at them. Let be the observed angles at P subtended by the opposite sides: , , (, or when directed angles of mixed sign are used, as here). Then
Data
| Station | Easting (m) | Northing (m) |
|---|---|---|
| A | 5000.000 | 1000.000 |
| B | 10000.000 | 15000.000 |
| C | 15000.000 | 10000.000 |
Angles at P: , , (sum = 0°00'00").
Step 1: Angles of the triangle ABC from the coordinates
| Side | Bearing | Length (m) |
|---|---|---|
| AB | 19°39'14" | 14866.069 |
| BC | 135°00'00" | 7071.068 |
| CA | 228°00'46" | 13453.624 |
Interior angles: (at A) , (at B) , (at C) (sum 180°00'00").
Step 2: Tienstra constants
Step 3: Coordinates of P
Check: the clockwise angles computed back from these coordinates are A to B = 45°00'00", B to C = 308°00'00" (that is, 52° anticlockwise) and C to A = 7°00'00", agreeing with the observations.
Answer: coordinates of P = (18900.471 E, 15046.510 N).
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Coordinates of instrument station O and station A · Surveying II, chapter 5
- Tienstra's method, coordinates of O · Surveying II, chapter 5
- Coordinates and bearings of P from A, B, C · Surveying II, chapter 5
- Tienstra's method, O from P, Q, R · Surveying II, chapter 5
- Tienstra's method, X from Swayambhu, Dharara, Chovar · Surveying II, chapter 5
- Coordinates of X from S, D, C · Surveying II, chapter 5
- Direction theodolite, least count 6″, station D · Surveying I, chapter 7
- Horizontal angle by repetition and direction methods · Surveying I, chapter 7 · asked 2×
- Mean direction, two sets, stations A and B · Surveying I, chapter 7
- Mean angles and VCR, station O (A-D) · Surveying I, chapter 7 · asked 3×