The following table represent the field data for traverse (CAB) using Theodolite and steel tape: Measured Horizontal angle to the right Measured horizontal distance (m)
The following table represent the field data for traverse (CAB) using Theodolite and steel tape: Measured Horizontal angle to the right Measured horizontal distance (m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The following table represent the field data for traverse (CAB) using Theodolite and steel tape:
Measured Horizontal angle to the right
Measured horizontal distance (m)
CA = 115.468 m
< CAB = 80° 22' 15"
AB = 78.220 m
Knowing that: Azimuth of the line CA = AZCA= 120°10'28".
(Xc =250.120 m, Yc=350.130 m).
1- Compute the horizontal (X, Y) coordinates of points (A, B).
2- Compute the horizontal distance (CB) and its direction (AZCB)
3- Compute the horizontal angle to the right < BCA.
4- Compute the Deflection angle < ABC](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8dfd3757-c693-42da-9d7e-846a21fc81ab%2F5cfd08d5-1504-4cf8-8ba6-37d2bf81e47d%2Fy4yctvd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The following table represent the field data for traverse (CAB) using Theodolite and steel tape:
Measured Horizontal angle to the right
Measured horizontal distance (m)
CA = 115.468 m
< CAB = 80° 22' 15"
AB = 78.220 m
Knowing that: Azimuth of the line CA = AZCA= 120°10'28".
(Xc =250.120 m, Yc=350.130 m).
1- Compute the horizontal (X, Y) coordinates of points (A, B).
2- Compute the horizontal distance (CB) and its direction (AZCB)
3- Compute the horizontal angle to the right < BCA.
4- Compute the Deflection angle < ABC
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