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10. The lot ABCDEF is a closed traverse (clockwise) in the form of a regular hexagon. If the bearing of line AB is N 25° E, find the following: a) Bearing of line FA. b) Bearing of line CD.

10. The lot ABCDEF is a closed traverse (clockwise) in the form of a regular hexagon. If the bearing of line AB is N 25° E, find the following: a) Bearing of line FA. b) Bearing of line CD.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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10. The lot ABCDEF is a closed traverse (clockwise) in the form of a regular hexagon. If the bearing of line AB is N 25° E, find the following: a) Bearing of line FA. b) Bearing of line CD. 11. The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C= 142°54' D = 132°18' The angle E is not measured, assumed AB is due north. Compute the following: a) Deflection angle at C. b) Azimuth of the line CD. c) Back azimuth of the line CD. d) Azimuth of the line ED. e) Back azimuth of the line EA. f) Bearing of the line DE. g) Bearing of the line AE. 12. From the field notes of a closed traverse shown below, adjust the traverse. Lines Distances (m) Bearing Due North AB 400.00 BC N 45° E 800.00 S 60° E S 20° W S 86°59' W CD 700.00 DE 600.00 EA 966.34 a) Compute the linear error of closure. b) Compute the relative error or precision.
Transcribed Image Text:10. The lot ABCDEF is a closed traverse (clockwise) in the form of a regular hexagon. If the bearing of line AB is N 25° E, find the following: a) Bearing of line FA. b) Bearing of line CD. 11. The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C= 142°54' D = 132°18' The angle E is not measured, assumed AB is due north. Compute the following: a) Deflection angle at C. b) Azimuth of the line CD. c) Back azimuth of the line CD. d) Azimuth of the line ED. e) Back azimuth of the line EA. f) Bearing of the line DE. g) Bearing of the line AE. 12. From the field notes of a closed traverse shown below, adjust the traverse. Lines Distances (m) Bearing Due North AB 400.00 BC N 45° E 800.00 S 60° E S 20° W S 86°59' W CD 700.00 DE 600.00 EA 966.34 a) Compute the linear error of closure. b) Compute the relative error or precision.
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