15. CONVERTING AZIMUTHS TO BEARINGS. The following lines have their azimuths reckoned from north: a) AB, 52° 21' b) BC, 180°00' c) CD, 337 15' Determine their bearings.. d) DE, 21956 e) EF, 5° 23' f) FG, 134° 29'

15. CONVERTING AZIMUTHS TO BEARINGS. The following lines have their azimuths reckoned from north: a) AB, 52° 21' b) BC, 180°00' c) CD, 337 15' Determine their bearings.. d) DE, 21956 e) EF, 5° 23' f) FG, 134° 29'

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

15. CONVERTING AZIMUTHS TO BEARINGS. The following
lines have their azimuths reckoned from north:
a) AB, 52° 21'
b) BC, 180°00'
c) CD, 337 15'
Determine their bearings.
d) DE, 219° 56'
5° 23'
e) EF,
f) FG, 134° 29'

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