Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH -s +N +E -W 352.04 80.30 99°45' 154*00! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O*50' 296*06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693.87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (ΣWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.
Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH -s +N +E -W 352.04 80.30 99°45' 154*00! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O*50' 296*06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693.87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (ΣWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 8 steps with 2 images
Knowledge Booster
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.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning