Compute the interior angle of line AB, BC, CD, DE, and EA. NAN 71°43'30" EBack Bearing of FAS 71 43'30" WFonward Bearing of FAN 15 24'47" WFonvard Bearing of EFSTARTINGA.POINTS 35°25'40" EForward Bearing of ABS 88 25'02" WFonvard Bearing of DEN 15°00'55" EForward Bearingof CDN 35 25'40"WBack Bearing of ABN 72 48'15" EFonward Bearing of BCS 72°48'15" EBack Bearing of BCE.F.

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Engineering

Civil Engineering

Compute the interior angle of line AB, BC, CD, DE, and EA.

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

Compute the interior angle of line AB, BC, CD, DE, and EA.

NA
N 71°43'30" E
Back Bearing of FA
S 71 43'30" W
Fonward Bearing of FA
N 15 24'47" W
Fonvard Bearing of EF
STARTING
A.
POINT
S 35°25'40" E
Forward Bearing of AB
S 88 25'02" W
Fonvard Bearing of DE
N 15°00'55" E
Forward Bearing
of CD
N 35 25'40"W
Back Bearing of AB
N 72 48'15" E
Fonward Bearing of BC
S 72°48'15" E
Back Bearing of BC
E.
F.

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