engineering recuitment APSC AE Civil 2020 Test Series Surveying Compass Surveying and Theodolite

If the bearing of line AB is N87° 32’00”E and that of line BC is S65° 35’20”E, then the deflection angle between the lines at B is

1

26°52’40”

2

86°52’40”

3

115°6’40”

4

153°07’40”

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