Known that the maximum angular allowed error is 1 minute and the maximum allowed linear error is 7cm, adjust the traverse and calculate the angular & linear disclosure errors. Use 4 decimals for coordinates computations and one decimal second for angular and directional computations. Write the answers in 2 separate tables (one for the azimuth and one for the coordinates)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Closed Traverse
A traversing network was done in a site to establish a horizontal control network necessary
for several engineering tasks.
The Sketch in the next page shows the measurements for horizontal distances and the
horizontal clockwise angles in addition to the coordinates of the control stations S1 & S2.
Known that the maximum angular allowed error is 1 minute and the maximum allowed
linear error is 7cm, adjust the traverse and calculate the angular & linear disclosure
errors.
Use 4 decimals for coordinates computations and one decimal second for angular and
directional computations.
Write the answers in 2 separate tables (one for the azimuth and one for the coordinates)
260° 20' 25. 0"
B
29. 950m
48. 650m
S2 x=1000. 0000m y=760. 0000m
Si x=1850. 0000m y=1050. 0000m
100° 10' 25. 0"
S1 39. 468m
139° 20' 46. 7"
S2
1
235° 40' 55. 0"
255° 15' 45. 0"
38. 500m
47. 250m
269° 11'55, 3"
Transcribed Image Text:Closed Traverse A traversing network was done in a site to establish a horizontal control network necessary for several engineering tasks. The Sketch in the next page shows the measurements for horizontal distances and the horizontal clockwise angles in addition to the coordinates of the control stations S1 & S2. Known that the maximum angular allowed error is 1 minute and the maximum allowed linear error is 7cm, adjust the traverse and calculate the angular & linear disclosure errors. Use 4 decimals for coordinates computations and one decimal second for angular and directional computations. Write the answers in 2 separate tables (one for the azimuth and one for the coordinates) 260° 20' 25. 0" B 29. 950m 48. 650m S2 x=1000. 0000m y=760. 0000m Si x=1850. 0000m y=1050. 0000m 100° 10' 25. 0" S1 39. 468m 139° 20' 46. 7" S2 1 235° 40' 55. 0" 255° 15' 45. 0" 38. 500m 47. 250m 269° 11'55, 3"
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