Given the following tabulated data LENGTH LINE BEARING Determine the following: (m) S 06° 35' 1. Linear Error of Closure 1-2 445.66 W 2. Direction of the side of error N 17° 48' 2-3 326.73 W 3. Precision of the measurements made N 70° 59' 3-4 434.50 4. On your solution sheet, tabulate the E latitude and departure of each traverse line. S 59° 33' 4-5 427.00 E S 39° 18' 5-1 301.95

Given the following tabulated data LENGTH LINE BEARING Determine the following: (m) S 06° 35' 1. Linear Error of Closure 1-2 445.66 W 2. Direction of the side of error N 17° 48' 2-3 326.73 W 3. Precision of the measurements made N 70° 59' 3-4 434.50 4. On your solution sheet, tabulate the E latitude and departure of each traverse line. S 59° 33' 4-5 427.00 E S 39° 18' 5-1 301.95

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.

Question

100%

Given the following tabulated data
LENGTH
LINE
BEARING
Determine the following:
(m)
S 06° 35'
1. Linear Error of Closure
1-2
445.66
W
2. Direction of the side of error
N 17° 48'
2-3
326.73
W
3. Precision of the measurements made
N 70° 59'
3-4
434.50
4. On your solution sheet, tabulate the
E
latitude and departure of each traverse line.
S 59° 33'
4-5
427.00
E
S 39° 18'
5-1
301.95
E

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