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Interior angles and bearings, closed traverse ABCD

Short answer

Interior angles from observed bearings: A=107°00′, B=123°30′, C=64°30′, D=65°00′ (sum 360°, no correction needed). Corrected FB: AB 104°30′, BC 48°00′, CD 292°30′, DA 177°30′.

The observed fore and back bearings of the lines of a closed compass traverse are as follows.

LineFBBB
AB104°30′284°30′
BC48°00′226°00′
CD290°30′115°15′
DA180°15′357°30′

Calculate the interior angles and correct them. Also compute the correct bearings of all the sides.

Line AB has FB − BB = 180°00′, so stations A and B are free; stations C and D are corrected starting from it.

Local attraction at a station is detected by comparing the fore bearing (FB) and back bearing (BB) of each line: if there is no local attraction at either end, FB−BB=180∘\text{FB} - \text{BB} = 180^\circ exactly.

Step 1: Check each line

LineFBBBFB − BBRemark
AB104°30′284°30′180°00′Free, difference = 180°
BC48°00′226°00′182°00′Differs by +2°00′
CD290°30′115°15′175°15′Differs by −4°45′
DA180°15′357°30′182°45′Differs by +2°45′

Line AB has a difference of exactly 180°, so stations A and B are free from local attraction. The other stations are corrected one after another, starting from B.

Step 2: Correct the stations in turn

  • Line BC: FB at B = 48°00′ is correct. The correct BB is 228°00′, observed 226°00′, so the correction at C is +2°00′.
  • Line CD: FB at C = 290°30′ with correction +2°00′ gives 292°30′. The correct BB is 112°30′, observed 115°15′, so the correction at D is −2°45′.
  • Line DA (check): FB at D = 180°15′ with correction −2°45′ gives 177°30′. The correct BB is 357°30′, which equals the observed value, so A needs no correction, as expected.
StationABCD
Correction00+2°00′−2°45′

Stations affected by local attraction: C, D.

Step 3: Corrected bearings

LineObserved FBCorrectionCorrected FBObserved BBCorrected BB
AB104°30′0104°30′284°30′284°30′
BC48°00′048°00′226°00′228°00′
CD290°30′+2°00′292°30′115°15′112°30′
DA180°15′−2°45′177°30′357°30′357°30′

Check: corrected FB − corrected BB = 180° for every line.

Interior angles

The included angle at a station is found from the observed bearings taken at that station (FB of the leaving line minus BB of the arriving line), so local attraction does not affect it:

StationWorkingInterior angle
A104°30′ − 357°30′ + 360°107°00′
B48°00′ − 284°30′ + 360°123°30′
C290°30′ − 226°00′64°30′
D180°15′ − 115°15′65°00′

Sum = 360°00′ = (2×4−4)×90∘(2\times4-4)\times 90^\circ, so the angles need no correction. They agree with the angles obtained from the corrected bearings.

Answer: Interior angles A = 107°00′, B = 123°30′, C = 64°30′, D = 65°00′ (no correction needed). Corrected bearings (FB): AB = 104°30′, BC = 48°00′, CD = 292°30′, DA = 177°30′.

✓ Answer checked by Claude Opus 5.5 (high effort)

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