Compute the adjusted deflection angle at station D as shown. Station Deflection Angles A 30° 26 00" L В 66° 02 30" L 119° 32' 00" L 57° 28' 00" R D E 109° 15' 30" L F 17° 52' 00" R 110° 00' 30" L G

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Chapter2: Loads On Structures
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Compute the adjusted deflection angle at station D as shown.
Station
Deflection Angles
A
30° 26' 00" L
66° 02' 30" L
В
119° 32' 00" L
57° 28' 00" R
E
109° 15' 30" L
F
17° 52' 00" R
110° 00' 30" L
G
LL
Transcribed Image Text:Compute the adjusted deflection angle at station D as shown. Station Deflection Angles A 30° 26' 00" L 66° 02' 30" L В 119° 32' 00" L 57° 28' 00" R E 109° 15' 30" L F 17° 52' 00" R 110° 00' 30" L G LL
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