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Surveying miscellaneous

  1. Following bearings are observed while traversing with a compass.
    Line Fore Bearing Back Bearing
    AB 126°45' 308°00'
    BC 49°15' 227°30'
    CD 340°30' 161°45'
    DE 258°30' 78°30'
    EA 212°30' 31°45'

    After applying the correction due to local attraction, the corrected fore bearing of line BC will be
    1. 48°15'
    2. 50°15'
    3. 49°45'
    4. 48°45'
Correct Option: D

The difference between back bearing and fore bearing of line DE = 258°30' – 78° 30' = 180°
∴ Station D and E are free from local attraction
Fore bearing of line EA = 212° 30'
Correct back bearing of line EA = 216° 30' – 180° = 36° 30'
∴ Error at A = 31° 45' – 36° 30' = – 4° 45'
Hence correction at A = + 4° 45'
∴ Correct fore bearing of line AB = 126°45' + 4°45'= 131° 30'
Correct back bearing of AB = 131° 30 + 180° = 311° 30'
∴ Error at B = – 3° 30'
Correction at B = + 3° 30'
Hence correct bearing of BC = 45° 15' + 3° 30' = 48° 45'



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