- Asked 3/31
- 2080 Baisakh · 6 marks
Link traverse ABCDEF, right turn angles
Short answer
Misclosure +80″ exceeds the permissible 40″, so observations are not correct. Corrected fore bearings: AB 61°06′00″, BC 334°13′10″, CD 358°28′00″, DE 291°18′40″, EF 202°17′20″ (back bearing 22°17′20″ matches observed).
The fore bearing of line AB of a link traverse ABCDEF is 61°06′00″. The right turn angles at stations with theodolite were observed as follows: ∠B = 93°06′50″, ∠C = -204°14′30″, ∠D = -112°50′20″ and ∠E = 90°58′20″. If the BB of the last line observed was 22°17′20″, check whether the observations for angles are correct or not. If not, compute the correct bearings of all lines. The value of C is 20″.
Right-turn angles (measured clockwise from the back station to the forward station) are always positive, between and . The "−" signs printed before ∠C and ∠D are therefore read as dashes, so ∠C = 204°14′30″ and ∠D = 112°50′20″. (If they are treated as negative angles, the computed bearing of the last line misses the observed one by 85°49′, which is impossible for a real traverse; with the angles read as positive, the misclosure is only 1′20″, which confirms this reading.)
Angles used: B = 93°06′50″, C = 204°14′30″, D = 112°50′20″, E = 90°58′20″.
Rule (angles to the right): (add or subtract to bring the result between and ).
Step 1: Bearings computed from the observed angles
| Line | Working | Computed FB |
|---|---|---|
| AB | given | 61°06′00″ |
| BC | 61°06′00″ + 180° + 93°06′50″ | 334°12′50″ |
| CD | 334°12′50″ + 180° + 204°14′30″ − 360° | 358°27′20″ |
| DE | 358°27′20″ + 180° + 112°50′20″ − 360° | 291°17′40″ |
| EF | 291°17′40″ + 180° + 90°58′20″ − 360° | 202°16′00″ |
Computed FB of EF = 202°16′00″, so the computed BB of EF = 22°16′00″. The observed BB of EF is 22°17′20″ (observed FB = 202°17′20″).
(Check: sum of angles = 501°10′00″; 61°06′00″ + 501°10′00″ + 4 × 180° = 1282°16′00″, and 1282°16′00″ − 3 × 360° = 202°16′00″.)
Step 2: Angular misclosure
Permissible misclosure .
Since , the angle observations are not correct (the error is outside the allowable limit). Strictly, the angles should be re-observed; for the correction asked in the question, the error is distributed equally over the four angles: per angle.
Step 3: Corrected bearings
The correction to a line is +20″ multiplied by the number of angles used to reach it.
| Line | Computed FB | Correction | Corrected FB | Corrected BB |
|---|---|---|---|---|
| AB | 61°06′00″ | 0 | 61°06′00″ | 241°06′00″ |
| BC | 334°12′50″ | +20″ | 334°13′10″ | 154°13′10″ |
| CD | 358°27′20″ | +40″ | 358°28′00″ | 178°28′00″ |
| DE | 291°17′40″ | +60″ | 291°18′40″ | 111°18′40″ |
| EF | 202°16′00″ | +80″ | 202°17′20″ | 22°17′20″ |
Check: the corrected BB of the last line equals the observed value 22°17′20″.
Corrected angles: B = 93°07′10″, C = 204°14′50″, D = 112°50′40″, E = 90°58′40″.
Answer: misclosure = +80″, which exceeds the permissible 40″, so the observations are not correct. Corrected bearings (FB): AB 61°06′00″, BC 334°13′10″, CD 358°28′00″, DE 291°18′40″, EF 202°17′20″ (BB of EF = 22°17′20″).
✓ Answer checked by Claude Opus 5.5 (high effort)
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