“answer asap, surveying subject” 1. The length and bearing of each course of aclosed traverse are as follows; line AB, 500m,S 45° 30' E; line BC, 650m, N 56° 51' E; lineCA, 900m, due West. Determine the adjustedlength and bearing of line CA using transit rule. 3. The total error in the departure is -2.55m, whilethe sum of all positive and negative departuresis 2555.90 m. The length of the line is 750 mand the perimeter of the traverse is 3575.95 m.Determine the correction to be applied to a line,which has a departure of -610.35 using transitrule.

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The length and bearing of each course of a closed traverse are as follows; line AB, 500m, S 45° 30' E; line BC, 650m, N 56° 51' E; line CA, 900m, due West. Determine the adjusted length and bearing of line CA using transit rule.

The length and bearing of each course of a closed traverse are as follows; line AB, 500m, S 45° 30' E; line BC, 650m, N 56° 51' E; line CA, 900m, due West. Determine the adjusted length and bearing of line CA using transit rule.

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

“answer asap, surveying subject”

1. The length and bearing of each course of a
closed traverse are as follows; line AB, 500m,
S 45° 30' E; line BC, 650m, N 56° 51' E; line
CA, 900m, due West. Determine the adjusted
length and bearing of line CA using transit rule.

3. The total error in the departure is -2.55m, while
the sum of all positive and negative departures
is 2555.90 m. The length of the line is 750 m
and the perimeter of the traverse is 3575.95 m.
Determine the correction to be applied to a line,
which has a departure of -610.35 using transit
rule.

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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