From the tabulation below, determine the missing data of the line of a closed traverse.LINEBEARINGDISTANCEABN 37° 03' W58.13mBCN 60° 21' E95.43mS8° 25' ES 6° 51' WCD58.65mDEEA55.64m

A closed traverse ABCDEA is given where bearing of line EA and distance of line DE is missing and it…

From the tabulation below, determine the missing data of the line of a closed traverse. LINE BEARING DISTANCE АВ N 37° 03' W 58.13m BC N 60° 21' E 95.43m S8° 25' E S6° 51' W CD 58.65m DE EA 55.64m

From the tabulation below, determine the missing data of the line of a closed traverse. LINE BEARING DISTANCE АВ N 37° 03' W 58.13m BC N 60° 21' E 95.43m S8° 25' E S6° 51' W CD 58.65m DE EA 55.64m

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

From the tabulation below, determine the missing data of the line of a closed traverse.
LINE
BEARING
DISTANCE
AB
N 37° 03' W
58.13m
BC
N 60° 21' E
95.43m
S8° 25' E
S 6° 51' W
CD
58.65m
DE
EA
55.64m

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For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DPD S (m) AREA AB 70 S 43°12' E ВС 72 N 72°26' E CD ? N 60°18' W DE ? N 64°29' E EF 142 N 85°11' W FA 61 S 12°21' W
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