Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA are 18.00 m, 22.50 m, 38.20 m, and 39.95 m; The respective angles to the right at A, B, C, and D are 267°50', 238°00', 269°00', and 306°10'. Do/Solve the following: а. Sketch the traverse ABCD. b. Adjust the angle to the right at each station. Using the adjusted values, с. Determine the bearings of the traverse lines.

Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA are 18.00 m, 22.50 m, 38.20 m, and 39.95 m; The respective angles to the right at A, B, C, and D are 267°50', 238°00', 269°00', and 306°10'. Do/Solve the following: а. Sketch the traverse ABCD. b. Adjust the angle to the right at each station. Using the adjusted values, с. Determine the bearings of the traverse lines.

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

Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC,
CD, and DA are 18.00 m, 22.50 m, 38.20 m, and 39.95 m; The respective angles to the right
at A, B, C, and D are 267°50', 238°00', 269°00', and 306°10'. Do/Solve the following:
а.
Sketch the traverse ABCD.
b. Adjust the angle to the right at each station.
Using the adjusted values,
с.
Determine the bearings of the traverse lines.
d. Calculate the latitude and departure of the traverse lines.
e. Find E latitude and E departure.
е.
f.
Find the deflection angle at each station

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