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9. COMPASS the observed and calculated data for two different transit- RULE. Given in the accompanying tabulations are tape surveys:

9. COMPASS the observed and calculated data for two different transit- RULE. Given in the accompanying tabulations are tape surveys:

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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9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LATITUDE DEPARTURE LINE DISTANCE BEARING +N S 52°51'w. N 00°42'E S 85*57'E s 03°04'w 1-2 388.08 m 234.36 309.32 732.72 2-3 3-4 732.67 8.95 324.78 22.94 323.97 4 - 1 477.24 476.56 25.53 Sums 1922.82 m +732.67 733.86 + 332.92 -334.85 (D) (ENL) ESL) (ZED) (EWD) LATITUDE DEPARTURE AZIMUTH COURSE DISTANCE FROM SOUTH + E -W 180 50' 116 06' 25 54' 315 20' 213° 27' 275 39" 1-2 475.48 m 475.43 6.92 2-3 649. 13 285.58 582.94 3-4 867.34 780.22 378.86 4-5 522.48 371.59 367.29 5-6 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +I182.28 1182.45 +962.26 |-961.80 (D) (ENL) (ESL) (EEL) (E WD) determine the mis- set of survey data, đirection of the side of error, linear each closure, For and precision of balanced Tabulate values accordingly and draw the survey after the latitudes and departures are by the compass rule. to a suitable scale the adjusted traverse. %24 SN SS
Transcribed Image Text:9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LATITUDE DEPARTURE LINE DISTANCE BEARING +N S 52°51'w. N 00°42'E S 85*57'E s 03°04'w 1-2 388.08 m 234.36 309.32 732.72 2-3 3-4 732.67 8.95 324.78 22.94 323.97 4 - 1 477.24 476.56 25.53 Sums 1922.82 m +732.67 733.86 + 332.92 -334.85 (D) (ENL) ESL) (ZED) (EWD) LATITUDE DEPARTURE AZIMUTH COURSE DISTANCE FROM SOUTH + E -W 180 50' 116 06' 25 54' 315 20' 213° 27' 275 39" 1-2 475.48 m 475.43 6.92 2-3 649. 13 285.58 582.94 3-4 867.34 780.22 378.86 4-5 522.48 371.59 367.29 5-6 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +I182.28 1182.45 +962.26 |-961.80 (D) (ENL) (ESL) (EEL) (E WD) determine the mis- set of survey data, đirection of the side of error, linear each closure, For and precision of balanced Tabulate values accordingly and draw the survey after the latitudes and departures are by the compass rule. to a suitable scale the adjusted traverse. %24 SN SS
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