Convert the following azimuths to equivalent bearings. Show necessary illustrations. (2a.) AZIM, of line EF = 138°32'b.) AZIM, of line FG = 321°24'c.) AZIM, of line GH = 214°51'd.) AZIM, of line HI = 98°43'

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Answered: a.) AZIM, of line EF = 138°32' b.)…

Engineering

Civil Engineering

a.) AZIM, of line EF = 138°32' b.) AZIM, of line FG = 321°24' c.) AZIM, of line GH = 214°51'

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

Convert the following azimuths to equivalent bearings. Show necessary illustrations. (2
a.) AZIM, of line EF = 138°32'
b.) AZIM, of line FG = 321°24'
c.) AZIM, of line GH = 214°51'
d.) AZIM, of line HI = 98°43'

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