Given closed traverse with omitted measurements,Line Distance (m) Azimuth (from North)AB281.4110°49'BC129.421°49'CD340°26'DE144.5EA168.7254°24'Find the distance of line CD (in meters)а.b. Find the azimuth from North of line DE (in DMS)

To determine the omitted measurements. Given closed traverse, Line Distance (m) Azimuth (from…

Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4 110°49' вс 129.4 21°49' CD 340°26' DE 144.5 EA 168.7 254°24' a. Find the distance of line CD (in meters) b. Find the azimuth from North of line DE (in DMS)

Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4 110°49' вс 129.4 21°49' CD 340°26' DE 144.5 EA 168.7 254°24' a. Find the distance of line CD (in meters) b. Find the azimuth from North of line DE (in DMS)

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

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

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Given closed traverse with omitted measurements,
Line Distance (m) Azimuth (from North)
AB
281.4
110°49'
BC
129.4
21°49'
CD
340°26'
DE
144.5
EA
168.7
254°24'
Find the distance of line CD (in meters)
а.
b. Find the azimuth from North of line DE (in DMS)

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