Bearing for line EA and internal angles for the corners of the following traverse are given. Begin from point E and moving clockwise 1. Determine the azimuths of lines ED, DC, CB, BA, AE and EA (do not forget, first you have to convert the given bearing to azimuth). 2. Is the azimuth for EA the same as given? If not, calculate the error that occurs at EA. 3. For each side (ED, DC, CB, BA and AE) calculate the bearing. A N 68°39'39" E 129°36'45" E 87°35'45" 114°29'00" B 115°05'08" 93°13'22"
Bearing for line EA and internal angles for the corners of the following traverse are given. Begin from point E and moving clockwise 1. Determine the azimuths of lines ED, DC, CB, BA, AE and EA (do not forget, first you have to convert the given bearing to azimuth). 2. Is the azimuth for EA the same as given? If not, calculate the error that occurs at EA. 3. For each side (ED, DC, CB, BA and AE) calculate the bearing. A N 68°39'39" E 129°36'45" E 87°35'45" 114°29'00" B 115°05'08" 93°13'22"
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 31P
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![Bearing for line EA and internal angles for the corners of the following
traverse are given.
Begin from point E and moving clockwise
1. Determine the azimuths of lines ED, DC, CB, BA, AE and EA (do
not forget, first you have to convert the given bearing to azimuth).
2. Is the azimuth for EA the same as given? If not, calculate the error
that occurs at EA.
3. For each side (ED, DC, CB, BA and AE) calculate the bearing.
A
N 68°39'39" E
129°36'45"
E
87°35'45"
114°29'00"
B
115°05'08"
93°13'22"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbdea9eb9-6f24-4bb6-8233-bfd7a60836d6%2F8dcd6f26-c02a-4dd4-b9f9-64b2f3c042c2%2F2ypu0j1.jpeg&w=3840&q=75)
Transcribed Image Text:Bearing for line EA and internal angles for the corners of the following
traverse are given.
Begin from point E and moving clockwise
1. Determine the azimuths of lines ED, DC, CB, BA, AE and EA (do
not forget, first you have to convert the given bearing to azimuth).
2. Is the azimuth for EA the same as given? If not, calculate the error
that occurs at EA.
3. For each side (ED, DC, CB, BA and AE) calculate the bearing.
A
N 68°39'39" E
129°36'45"
E
87°35'45"
114°29'00"
B
115°05'08"
93°13'22"
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