Activity 8Answer this azimuth traverse problem. Provide a given, required, solution format and use a handwritten calculation. Draw a graph and write the directions. Simplify your answers. Az eAz obAzeaEAedbaBAZ doAz deAzcb40Az edNORTHFIELD DATA: GROUP 2Line Dist.ABBCCDDEEA55.7055.5036.3058.1047.40OAZIMUTH-NORTHforward115-3032-10327-06262-30182-42back297-15211-40145-4082-2403-22 AAlLINE LENGTHABBCCDDEEALINEABBCCDDEEATABLEAZIMUTH-NORTHFORWARDDIFFERENCE OF/(F/A-B/A)/BACKSTAABсD180-/(F/A-B/A)/ECOMPUTEDINT. ANGLECORRADJUSTEDINT. ANGLEADJUSTED AZIMUTHSFORWARDBACK

Answered: Image /qna-images/answer/dbfd3d7f-4e51-4521-a57a-9556c09205a9.jpg

Answered: Answer this azimuth traverse problem.…

Answer this azimuth traverse problem. Provide a given, required, solution format and use a handwritten calculation. Draw a graph and write the directions. Simplify your answers.

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

Activity 8 Answer this azimuth traverse problem. Provide a given, required, solution format and use a handwritten calculation. Draw a graph and write the directions. Simplify your answers.

Az e
Az ob
Azea
E
Aed
ba
B
AZ do
Az de
Azcb
40
Az ed
NORTH
FIELD DATA: GROUP 2
Line Dist.
AB
BC
CD
DE
EA
55.70
55.50
36.30
58.10
47.40
O
AZIMUTH-NORTH
forward
115-30
32-10
327-06
262-30
182-42
back
297-15
211-40
145-40
82-24
03-22

A
Al
LINE LENGTH
AB
BC
CD
DE
EA
LINE
AB
BC
CD
DE
EA
TABLE
AZIMUTH-NORTH
FORWARD
DIFFERENCE OF
/(F/A-B/A)/
BACK
STA
A
B
с
D
180-/(F/A-B/A)/
E
COMPUTED
INT. ANGLE
CORR
ADJUSTED
INT. ANGLE
ADJUSTED AZIMUTHS
FORWARD
BACK

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