Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
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 -- +E -W 1-2 S 52 51'w N 00°42'E S 85°57'E s 03*04'w 388.08 m 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 22.94 323.97 477.24 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) CESL) (ZED) (EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE +N +E -W 1-2 475.48 m 180°50' 116° 06' 25 54' 315 20' 213 27' 275 39' 475.43 6.92 2-3 3-4 649. 13 285.58 582.94 867,34 780.22 378.86 4-5 5-6 522.48 उ7।.59 367.29 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +I182.28 -1182.45 +962.26 -961:80 (D) (ENL) (ESL) (EED) EWD) For each set of survey data, determine the linear mis- and precision, of balanced Tabulate values accordingly and draw closure, direction of the side of error, the survey after the latitudes and departures are by the compass rule. to a suitable scale the adjusted traverse.

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 -- +E -W 1-2 S 52 51'w N 00°42'E S 85°57'E s 03*04'w 388.08 m 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 22.94 323.97 477.24 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) CESL) (ZED) (EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE +N +E -W 1-2 475.48 m 180°50' 116° 06' 25 54' 315 20' 213 27' 275 39' 475.43 6.92 2-3 3-4 649. 13 285.58 582.94 867,34 780.22 378.86 4-5 5-6 522.48 उ7।.59 367.29 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +I182.28 -1182.45 +962.26 -961:80 (D) (ENL) (ESL) (EED) EWD) For each set of survey data, determine the linear mis- and precision, of balanced Tabulate values accordingly and draw closure, direction of the side of error, the survey after the latitudes and departures are by the compass rule. to a suitable scale the adjusted traverse.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

fundamentals of surveying. compass rule.

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 -- +E -W 1-2 S 52 51'w N 00°42'E S 85°57'E s 03*04'w 388.08 m 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 22.94 323.97 477.24 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) CESL) (ZED) (EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE +N +E -W 1-2 475.48 m 180°50' 116° 06' 25 54' 315 20' 213 27' 275 39' 475.43 6.92 2-3 3-4 649. 13 285.58 582.94 867,34 780.22 378.86 4-5 5-6 522.48 उ7।.59 367.29 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +I182.28 -1182.45 +962.26 -961:80 (D) (ENL) (ESL) (EED) EWD) For each set of survey data, determine the linear mis- and precision, of balanced Tabulate values accordingly and draw closure, direction of the side of error, the survey after the latitudes and departures are by the compass rule. to a suitable scale the adjusted traverse.
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 -- +E -W 1-2 S 52 51'w N 00°42'E S 85°57'E s 03*04'w 388.08 m 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 22.94 323.97 477.24 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) CESL) (ZED) (EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE +N +E -W 1-2 475.48 m 180°50' 116° 06' 25 54' 315 20' 213 27' 275 39' 475.43 6.92 2-3 3-4 649. 13 285.58 582.94 867,34 780.22 378.86 4-5 5-6 522.48 उ7।.59 367.29 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +I182.28 -1182.45 +962.26 -961:80 (D) (ENL) (ESL) (EED) EWD) For each set of survey data, determine the linear mis- and precision, of balanced Tabulate values accordingly and draw closure, direction of the side of error, the survey after the latitudes and departures are by the compass rule. to a suitable scale the adjusted traverse.
Expert Solution
steps

Step by step

Solved in 8 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Control survey and geodetic reductions
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS