Traverse Surveying Given the survey data below with the northing and easting of A being 15000.00 and 20000.00 respectively, solve the following problems: COURSE DIST, L (m) BEARING AZIMS AB 475.48 N 00°50'E 180°50' BC 649.13 N 63°54' W 116°06' CD 867.34 S 25°54' W 25°54' DE 522.48 S 44°40'E 315°20' EF 504.90 N 33°27' E 213°27' FA 311.25 S 84°21' E 275°39' SUMS 3330.58 1. Balance the traverse using Compass rule, determine the corresponding REC and the coordinate of points. 2. Balance the traverse using Transit rule, determine the corresponding REC and the coordinate of points. 3. Compute the area by coordinates using the results of the compass rule adjustment. 4. Compute the area by DMD and DPD using the results of the compass rule adjustment. 5. Divide the adjusted traverse into two equal tracts by a dividing line passing thru A using the results of the compass rule adjustment.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Traverse Surveying
Given the survey data below with the northing and easting of A being 15000.00 and 20000.00
respectively, solve the following problems:
COURSE
DIST, L
(m)
BEARING
AZIMS
AB
475.48
N 00°50'E
180°50'
BC
649.13
N 63°54' W
116°06'
CD
867.34
S 25°54' W
25°54'
DE
522.48
S 44°40'E
315°20'
EF
504.90
N 33°27' E
213°27'
FA
311.25
S 84°21' E
275°39'
SUMS
3330.58
1. Balance the traverse using Compass rule, determine the corresponding REC and the coordinate of
points.
2. Balance the traverse using Transit rule, determine the corresponding REC and the coordinate of
points.
3. Compute the area by coordinates using the results of the compass rule adjustment.
4. Compute the area by DMD and DPD using the results of the compass rule adjustment.
5. Divide the adjusted traverse into two equal tracts by a dividing line passing thru A using the results
of the compass rule adjustment.
Transcribed Image Text:Traverse Surveying Given the survey data below with the northing and easting of A being 15000.00 and 20000.00 respectively, solve the following problems: COURSE DIST, L (m) BEARING AZIMS AB 475.48 N 00°50'E 180°50' BC 649.13 N 63°54' W 116°06' CD 867.34 S 25°54' W 25°54' DE 522.48 S 44°40'E 315°20' EF 504.90 N 33°27' E 213°27' FA 311.25 S 84°21' E 275°39' SUMS 3330.58 1. Balance the traverse using Compass rule, determine the corresponding REC and the coordinate of points. 2. Balance the traverse using Transit rule, determine the corresponding REC and the coordinate of points. 3. Compute the area by coordinates using the results of the compass rule adjustment. 4. Compute the area by DMD and DPD using the results of the compass rule adjustment. 5. Divide the adjusted traverse into two equal tracts by a dividing line passing thru A using the results of the compass rule adjustment.
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