2. Determine the lengths of the two non- adjacent missing sides of a given closed traverse. AZIMUTH (from South) 250° 55 LINE DISTANCE 1-2 437.26 m 2-3 354° 30' 299.08 m 30° 44' 86° 40' 156° 19' 3-4 4-5 185.85 m 5-1

2. Determine the lengths of the two non- adjacent missing sides of a given closed traverse. AZIMUTH (from South) 250° 55 LINE DISTANCE 1-2 437.26 m 2-3 354° 30' 299.08 m 30° 44' 86° 40' 156° 19' 3-4 4-5 185.85 m 5-1

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

2. Determine the lengths of the two non- adjacent missing sides of a given closed traverse.
AZIMUTH
(from
South)
250° 55
LINE
DISTANCE
1-2
437.26 m
2-3
354° 30'
299.08 m
3-4
30° 44'
4-5
86° 40'
185.85 m
5-1
156° 19

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