4.The coordinates of the corners of a catchment is given as: EASTINGS[m] 100.00 206.98 268.55 292.93 191.74 • STATION A B C NORTHINGS[m] 200.00 285.65 182.02 148.80 85.70 E Determine the quadrant bearing of the following traverse legs.AB, CD and DE

4.The coordinates of the corners of a catchment is given as: EASTINGS[m] 100.00 206.98 268.55 292.93 191.74 • STATION A B C NORTHINGS[m] 200.00 285.65 182.02 148.80 85.70 E Determine the quadrant bearing of the following traverse legs.AB, CD and DE

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

Deterimine the quadrant bearings of Legs AB, BC,CD and DE

4.The coordinates of the corners of a catchment is given as:
EASTINGS[m]
100.00
206.98
268.55
292.93
191.74
• STATION
A
B
C
NORTHINGS[m]
200.00
285.65
182.02
148.80
85.70
E
Determine the quadrant bearing of the following traverse legs.AB, B
CD and DE

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