SEATWORK:Traverse Adjustment using Compass Rule. Given the following tabulation, adjust the traverse. Lines Length Bearing N 590 33 'E S 39° 18' E S 6° 35' W N 17° 48' W 1-2 427.00 m 2-3 301.95 m 3-4 445.66 m 4-5 326.73 m 5-1 434.50 m N 70° 59' W Sum 1,935.84 m

SEATWORK:Traverse Adjustment using Compass Rule. Given the following tabulation, adjust the traverse. Lines Length Bearing N 590 33 'E S 39° 18' E S 6° 35' W N 17° 48' W 1-2 427.00 m 2-3 301.95 m 3-4 445.66 m 4-5 326.73 m 5-1 434.50 m N 70° 59' W Sum 1,935.84 m

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

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Tranverse Adjustment using Compass rule

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SEATWORK:Traverse Adjustment using Compass Rule.
Given the following tabulation, adjust the traverse.
Lines
Length
Bearing
N 59° 33 'E
1-2
427.00 m
2-3
301.95 m
S 39° 18' E
3-4
445.66 m
S 06° 35' W
4-5
326.73 m
N 170 48' W
5-1
434.50 m
N 70° 59' W
Sum
1,935.84 m
Pelovello N
...

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