A traverse has the following surveynotes. Determine the precision ofthe traverse.CourseBearingDistanceN 53.450S 66.90029.133 W 76.580ABE 59.800ВСE 70.360CDDAN 52.000 W 95.780O 1 in 46001 in 67001 in 3600O 1 in 7000

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A traverse has the following survey notes. Determine the precision of the traverse. Course Bearing Distance АВ N 53.450 E 59.800 S 66.900 29.133 W 76.580 52.000 W 95.780 ВС E 70.360 CD DA N O 1 in 4600 1 in 6700 1 in 3600 O 1 in 7000

A traverse has the following survey notes. Determine the precision of the traverse. Course Bearing Distance АВ N 53.450 E 59.800 S 66.900 29.133 W 76.580 52.000 W 95.780 ВС E 70.360 CD DA N O 1 in 4600 1 in 6700 1 in 3600 O 1 in 7000

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

A traverse has the following survey
notes. Determine the precision of
the traverse.
Course
Bearing
Distance
N 53.450
S 66.900
29.133 W 76.580
AB
E 59.800
ВС
E 70.360
CD
DA
N 52.000 W 95.780
O 1 in 4600
1 in 6700
1 in 3600
O 1 in 7000

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