From the following traverse.LINEBEARINGDISTANCE (m)АВN 48°30' W81ВСN 77°00' E66CDS 55°00' W94DAa. Compute the bearing and distance of line DA.b. Compute the area of the traverse

a) Bearing and distance of line DA LATITUDE = L cosθ DEPARTURE = L sinθ LINE BEARING DISTANCE, L…

Answered: Compute the bearing and distance of…

Engineering

Civil Engineering

Compute the bearing and distance of line DA. b. Compute the area of the traverse а.

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

From the following traverse.
LINE
BEARING
DISTANCE (m)
АВ
N 48°30' W
81
ВС
N 77°00' E
66
CD
S 55°00' W
94
DA
a. Compute the bearing and distance of line DA.
b. Compute the area of the traverse

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