engineering recuitment APSC AE Civil 2020 Test Series Surveying Levelling

Following readings were taken for a closed traverse PQR.

Line

Fore Bearing

Back Bearing

PQ

QR

RP

19°

103°

260°

202°

277°

---

It is given that the station R is free from local attraction. The correct Bearing of PQ is

1

15°

2

18°

3

19°

4

16°

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