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Course Bearing Length (m) Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unbalanced departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Tabulate your results. Interior Angle (Right) AB S50°54'23"E 329.722 A = 120°07'10" BC 210.345 B CD 279.330 C DE 283.426 D = 59°39'10" 248°00'57" 86°51'04" EF 433.007 E = 102°09'16" FA 307.625 F = 103°12'41"

Course Bearing Length (m) Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unbalanced departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Tabulate your results. Interior Angle (Right) AB S50°54'23"E 329.722 A = 120°07'10" BC 210.345 B CD 279.330 C DE 283.426 D = 59°39'10" 248°00'57" 86°51'04" EF 433.007 E = 102°09'16" FA 307.625 F = 103°12'41"

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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4- Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unbalanced departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Tabulate your results. Interior Angle (Right) Course AB Bearing S50°54'23"E Length (m) 329.722 A = 120°07'10" BC 210.345 B = 59°39'10" CD 279.330 C = 248°00'57" DE 283.426 D 1 86°51'04" EF 433.007 E = 102°09'16" FA 307.625 F = 103°12'41" Part e) Assume, X(A) is 5,000 and Y(A) is 3,000. Use balanced departures and latitudes to find coordinates of all other points (points B, C, D, E and F). At the end check if you will get the same coordinates for A.
Transcribed Image Text:4- Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unbalanced departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Tabulate your results. Interior Angle (Right) Course AB Bearing S50°54'23"E Length (m) 329.722 A = 120°07'10" BC 210.345 B = 59°39'10" CD 279.330 C = 248°00'57" DE 283.426 D 1 86°51'04" EF 433.007 E = 102°09'16" FA 307.625 F = 103°12'41" Part e) Assume, X(A) is 5,000 and Y(A) is 3,000. Use balanced departures and latitudes to find coordinates of all other points (points B, C, D, E and F). At the end check if you will get the same coordinates for A.
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