461 5:07 0.00 (')50KB/sA closed traverse has the following data:LineDistance (m)Azimuth1-253.70189°16'12"2-327.30271°34"12"3-44-535.00354°42'00"5-178.9672°01'12"Compute the following:Distance between station 3 andstation 4.Your answerAzimuth of Line 3-4.Your answerBackward bearing of line 3-4.Your answer4II

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A closed traverse has the following data: Line Distance (m) Azimuth 1-2 53.70 189°16'12" 2-3 27.30 271°34"12" 3-4 354°42'00" 35.00 78.96 4-5 5-1 72°01'12" Compute the following: Distance between station 3 and station 4. Your answer Azimuth of Line 3-4. Your answer Backward bearing of line 3-4.

A closed traverse has the following data: Line Distance (m) Azimuth 1-2 53.70 189°16'12" 2-3 27.30 271°34"12" 3-4 354°42'00" 35.00 78.96 4-5 5-1 72°01'12" Compute the following: Distance between station 3 and station 4. Your answer Azimuth of Line 3-4. Your answer Backward bearing of line 3-4.

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

461 5:07 0.00 (')
50
KB/s
A closed traverse has the following data:
Line
Distance (m)
Azimuth
1-2
53.70
189°16'12"
2-3
27.30
271°34"12"
3-4
4-5
35.00
354°42'00"
5-1
78.96
72°01'12"
Compute the following:
Distance between station 3 and
station 4.
Your answer
Azimuth of Line 3-4.
Your answer
Backward bearing of line 3-4.
Your answer
4
II

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