Compute the adjusted deflection angle at station D as shown. Deflection Angles 30°26'00" L 66°02'30" L 119°32'00" L 57°28'00" R 109°15'30" L 17°52'00" R Station A В D E F 110°00'30" L
Compute the adjusted deflection angle at station D as shown. Deflection Angles 30°26'00" L 66°02'30" L 119°32'00" L 57°28'00" R 109°15'30" L 17°52'00" R Station A В D E F 110°00'30" L
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Compute the adjusted deflection angle at station D as shown.
Station
Deflection Angles
A
30°26'00" L
B
66°02'30" L
119°32'00" L
D
57°28'00" R
E
109°15'30" L
F
17°52'00" R
110°00'30" L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F68c48757-b5e0-4f90-9c1f-e0e09743f463%2F8516149a-e04c-4f78-b8f4-7a4b6817ee28%2Fkgg9djq_processed.png&w=3840&q=75)
Transcribed Image Text:Compute the adjusted deflection angle at station D as shown.
Station
Deflection Angles
A
30°26'00" L
B
66°02'30" L
119°32'00" L
D
57°28'00" R
E
109°15'30" L
F
17°52'00" R
110°00'30" L
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