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traverse determine the linear error of closure, of For each and the precision computed the direction of the side of error, the measurements made. values. Tabulate all observed and

traverse determine the linear error of closure, of For each and the precision computed the direction of the side of error, the measurements made. values. Tabulate all observed and

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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7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +N +E -W s 06°35' w N 17°48' w N 70°59'w N 59°33'E S 39°18'E |-2 445. 66 m 442.72 51.09 2-3 326.73 311.09 99.88 3-4 434.50 141.58 410.79 4 -5 427.00 216.40 368. 10 5-1 301.95 233.66 191.25 Sums 1935.84 m + 669.07 -676.38 +559.35 -561.76 (D) (ΕNL) (ESL) CEED) E WD) LATITUDE DEPARTURE AZIMUTH COURSE LENGTH FROM NORTH +E - W 82° 12' 1 31°48' 228°20' 267°43' 352°01' AB 229.70 m 31.17 227.57 вс 130.55 87.02 97.32 CD 161.46 107.34 120.61 7.19 1 80. 35 DE 180.49 EA 171.83 170.16 23.86 Sums 874.03 m +201.33 -201.55 +324.89 - 324.82 (ENL) (ESL), (ΣΕD) (EWD) (D) closure, of each traverse determine the linear error of For and the precision computed the direction of the side of error, the measurements made. values. Tabulate all observed and
Transcribed Image Text:7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +N +E -W s 06°35' w N 17°48' w N 70°59'w N 59°33'E S 39°18'E |-2 445. 66 m 442.72 51.09 2-3 326.73 311.09 99.88 3-4 434.50 141.58 410.79 4 -5 427.00 216.40 368. 10 5-1 301.95 233.66 191.25 Sums 1935.84 m + 669.07 -676.38 +559.35 -561.76 (D) (ΕNL) (ESL) CEED) E WD) LATITUDE DEPARTURE AZIMUTH COURSE LENGTH FROM NORTH +E - W 82° 12' 1 31°48' 228°20' 267°43' 352°01' AB 229.70 m 31.17 227.57 вс 130.55 87.02 97.32 CD 161.46 107.34 120.61 7.19 1 80. 35 DE 180.49 EA 171.83 170.16 23.86 Sums 874.03 m +201.33 -201.55 +324.89 - 324.82 (ENL) (ESL), (ΣΕD) (EWD) (D) closure, of each traverse determine the linear error of For and the precision computed the direction of the side of error, the measurements made. values. Tabulate all observed and
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