Balance the interior angles of the closed polygon shown below and determine the bearings AND azimuths for each side using the adjusted angles. A B C E A N 55°E 101° 24'00 Sum after balancing Bearing AB = Bearing BC = Bearing CD = Bearing DE= Bearing EA = E 0.10.26 8 149°13'00' 2E-6 80°58'30 116°19'00 D C Azimuth AB = Azimuth BC = Azimuth CD = Azimuth DE = Azimuth EA = Balanced angles:

Balance the interior angles of the closed polygon shown below and determine the bearings AND azimuths for each side using the adjusted angles. A B C E A N 55°E 101° 24'00 Sum after balancing Bearing AB = Bearing BC = Bearing CD = Bearing DE= Bearing EA = E 0.10.26 8 149°13'00' 2E-6 80°58'30 116°19'00 D C Azimuth AB = Azimuth BC = Azimuth CD = Azimuth DE = Azimuth EA = Balanced angles:

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

Balance the interior angles of the closed polygon shown below and determine the
bearings AND azimuths for each side using the adjusted angles.
A
B
C
E
A
N 55°E
101° 24′00′
Sum after balancing
Bearing AB =
Bearing BC =
Bearing CD =
Bearing DE =
Bearing EA =
92°04'30°
B
149°13'00
2E-6
80°58′30′
116°19'00
C
Azimuth AB =
Azimuth BC =
Azimuth CD =
Azimuth DE=
Azimuth EA =
Balanced
angles:

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