RULE. Given in the accompanying 9. COMPASS the observed and calculated data for two different transit- tape surveys: LATITUDE DEPARTURE LINE DISTANCE BEARING -W +N S 52 51'w N 00°42'E S 85'57'E s 03*04'w 388.08 m 234.36 309.32 1-2 2-3 732.72 732.67 8.95 3-4 324.78 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) CESL) (ZED) (ZWD)

RULE. Given in the accompanying 9. COMPASS the observed and calculated data for two different transit- tape surveys: LATITUDE DEPARTURE LINE DISTANCE BEARING -W +N S 52 51'w N 00°42'E S 85'57'E s 03*04'w 388.08 m 234.36 309.32 1-2 2-3 732.72 732.67 8.95 3-4 324.78 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) CESL) (ZED) (ZWD)

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 LINE LATITUDE DEPARTURE DISTANCE BEARING +N -S +E - W 1-2 388.08 m S 52 51'w N 00°42'E S 85 57'E S 03°04'W 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 477.24 22.94 323.97 4-17 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) ESL) (ZED) (EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE + N - S + E -W 1-2 180 50' 116 06' 25 54 315 20' 213 27' 275 39' 475.48 m 475.43 6.92 2-3 649. 13 867.34 285.58 582.94 3-4 780.22 378.86 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 +1182.28 -1182.45 -961:80 +962.26 (D) (ENL) (ESL) (EED) (E WD) For closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. set of survey data, dírection of the side of error, each determine the mis- and precision, of balanced Tabulate values accordingly and draw linear…
9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LINE LATITUDE DEPARTURE DISTANCE BEARING +N -S +E -W 1-2 S 52 51'w N 00°42'E S 85 57'E 203°04'w 388.08m 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 22.94 323.97 4-1 477:24 476.56 25.53 Sums 1922.82 m +732.67 +332.92 -733.86 -334.85 (D) (ENL) ESL) (ZED) EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE -W 1-2 475.48 m 180 50' 116° 06' 25 54' 315 20' 213 27' 275 39' 475.43 6.92 2-3 649. 13 285.58 582.94 378.86 3-4 867.34 780.22 371.59 4-5 522.48 367.29 5-6 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +1182.28 -1182.45 +962.26 -961.80 (D) (ENL) (ESL) (EED) (E WD) For closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. each set of survey data, direction of the side of error, determine the mis- and precision, of balanced Tabulate values accordingly and draw linear the compass…
fundamentals of surveying. error of closure
TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two diff. traverses
Compute for the distance
7. ERROR OF CLOSURE. Given the following tabulated data for two trans it-tape surveys: DEPARTURE LATITUDE LINE LENGTH BEARING +E - W +N s 06 35'w N17 48'w N 70 59'w N 59 33'E S 39*18'E 51.09 99.88 410.79 442.72 1-2 2-3 3-4 445.66 m 326.73 434.50 427.00 301.95 311.09 141.58 216.40 368.10 4-5 233.66 191.25 5-1 +669.07 -676.38 +559.35 -561.76 Sums 1935.84 m (ZNL) E SL) CEED) EWD) (D) LATITUDE DEPARTURE AZIMUTH FROM NORTH COURSE LENGTH -S +E -W 227.57 82 12' 131°46 228 20' 267 43' 352 01 31.17 AB 229.70m 87.02 107.34 97.32 130.55 161.46 BC 120.61 CD 7.19 180. 35 DE EA 160.49 170.16 23.86 171.63 +201.33 -201.55 +324.89 -324.82 Sums 874.03m (NL) (SL) (ZED) (EWD) (D) each traverse determine the linear error of direction of the side of error, and the precision the measurements made. Tabulate all observed and For closure, the of computed values
DUE NOW. Please answer it correctly. This is a Surveying Question. Thanks!
CE SURVEYING
1- types of surveying according to instruments are - and - 2- 45° 45 15" : grad degree 3- 0.75 rad
Please provide correct answers, thankssssss
Help Me Plss
Asiacell A docs.google.com/f :D TIITME. LIIVUI If Ø=0.987643 rad. Find Ø in bläj 3 degrees 35° 25' 25" 56° 35' 16" 65° 25' 13" O 45° 42' 16" O 54° 30' 16" 52° 04' 26" blä 3 When a level is in adjustment, the line of sight of the * instrument is