The following bearing were observed in running a traverse with the help of Prismatic compass where he local attraction was suspected. Draw the traverse and Calculate the corrected bearing of lines and hen calculate the corrected included angles. Line Fore Bearing Back Bearing АВ 80°30' 260°30' ВС 351°15' 173°00' CD 32°15' 208°00' DE 106°15' 287°45' EF 99°00' 280°00' FA 209°30' 29030'

The following bearing were observed in running a traverse with the help of Prismatic compass where he local attraction was suspected. Draw the traverse and Calculate the corrected bearing of lines and hen calculate the corrected included angles. Line Fore Bearing Back Bearing АВ 80°30' 260°30' ВС 351°15' 173°00' CD 32°15' 208°00' DE 106°15' 287°45' EF 99°00' 280°00' FA 209°30' 29030'

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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The following bearing were observed in running a traverse with the help of Prismatic compass where
the local attraction was suspected. Draw the traverse and Calculate the corrected bearing of lines and
then calculate the corrected included angles.
Line
Fore Bearing
Back Bearing
AB
80°30'
260°30'
ВС
351°15'
173°00'
CD
32°15'
208°00'
DE
106°15'
287°45'
EF
99°00'
280°00'
FA
209°30'
29°30'

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Step 1:The Traverse will be as shown in figure:

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Step 2:Calculating the interior angles:

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Step 3:Check for error:

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Step 4:The corrected angle will be:

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Provide sol., and diagram if possible.
Find all azimuth angles. Show solutions. N= North
Convert the following bearings to their equivalent azimuths: 64deg. 45 min N 25°15' E (azimuth from north) 270 deg. v Due East (azimuth from north) 309 deg. 45min v S 50015' E (azimuth from south) 45 deg. 45min S 45045' W (azimuth from south)