Computer · Surveying
The following bearings were observed while traversing with a compass. Assuming stations D and E are free from local attraction, calculate the corrected bearing of line CB. LineFore Bearing (FB)Back Bearing (BB)AB45° 45'226° 10'BC96° 55'277° 05'CD29° 45'209° 10'DE324° 48'144° 48'
- 1276° 10'
- 2276° 50'
- 3276° 40'
- 4276° 30'✓
Correct answer
276° 30'
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