CONVERT THE QUADRANTAL BEARING INTO WHOLE CIRCLE BEARINGLINEABBACKWARD BEARINGN.37*30'W.N.44°15'EBCCDDEEAFORWARD BEARINGS.37 30'E.S.43 15'W.N.73°00'WN.12°45'E.N60°00'E.S.72 15'E.S.13 15'W.S.59°00'W.

The quadrantal bearing is below 90degree or 90degree which means it in-between zero to 90degee, it…

CONVERT THE QUADRANTAL BEARING INTO WHOLE CIRCLE BEARING LINE AB BC FORWARD BEARING S.37 30'E. S.43 15'W. N.73'00'W BACKWARD BEARING N.37 30'W. N.44'15'E CD DE EA N.12'45'E. N60°00'E. S.72 15'E. S.13 15W. S.59 00'W.

CONVERT THE QUADRANTAL BEARING INTO WHOLE CIRCLE BEARING LINE AB BC FORWARD BEARING S.37 30'E. S.43 15'W. N.73'00'W BACKWARD BEARING N.37 30'W. N.44'15'E CD DE EA N.12'45'E. N60°00'E. S.72 15'E. S.13 15W. S.59 00'W.

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 QUADRANTAL BEARING INTO WHOLE CIRCLE BEARING
LINE
AB
BACKWARD BEARING
N.37*30'W.
N.44°15'E
BC
CD
DE
EA
FORWARD BEARING
S.37 30'E.
S.43 15'W.
N.73°00'W
N.12°45'E.
N60°00'E.
S.72 15'E.
S.13 15'W.
S.59°00'W.

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