15. CONVERTING AZIMUTHS TO BEARINGS. The following lines have their azimuths reckoned from north: a) AB, 52° 21' b) BC, 180°00' c) CD, 337 15' Determine their bearings.. d) DE, 21956 e) EF, 5° 23' f) FG, 134° 29'

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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15. CONVERTING AZIMUTHS TO BEARINGS. The following
lines have their azimuths reckoned from north:
a) AB, 52° 21'
b) BC, 180°00'
c) CD, 337 15'
Determine their bearings.
d) DE, 219° 56'
5° 23'
e) EF,
f) FG, 134° 29'
Transcribed Image Text:15. CONVERTING AZIMUTHS TO BEARINGS. The following lines have their azimuths reckoned from north: a) AB, 52° 21' b) BC, 180°00' c) CD, 337 15' Determine their bearings. d) DE, 219° 56' 5° 23' e) EF, f) FG, 134° 29'
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