Need it urgent solve correctly please 34. The data from a closed traverse survey PQRS (run in the clockwise direction) are given inthe tableLinePQQRRSSPIncluded angle(in degree)88929489The closing error for the traverse PQRS

Given data, Data from a closed traverse survey PQRS are given in the table.Line PQ angle= 88…

Answered: The closing error for the traverse PQRS

Engineering

Civil Engineering

The closing error for the traverse PQRS

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

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Need it urgent solve correctly please

34. The data from a closed traverse survey PQRS (run in the clockwise direction) are given in
the table
Line
PQ
QR
RS
SP
Included angle
(in degree)
88
92
94
89
The closing error for the traverse PQRS

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Plan-view sketches of benchmark leveling runs are shown below. Along each line representing a sight is the value of the rod reading for that sight. The numbering of the TPs shows the direction of the level run. Place the data in the form of field notes. Include the arithmetic check. Assuming that the average length of each BS and FS is 145 ft, determine the accuracy of the survey.
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Given the following traverse notes taken by a survey party, 1. Find the adjusted latitude for side DA using Transit rule a. - 184.08 m b. - 164.08 m c. - 144.08 m d. - 154.08 m 2. Find the adjustment for departure of side DA using Transit rule * a. -1.765 m b. -3.156 m c. -2.112 m d. -2.576 m 3. Find the adjusted distance for side DA using Transit rule * a. 271.84 m b. 278.84 m c. 279.6 m d. 288.84 m
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