Q3): The following data were collected while running a closed traverse ABCDA starting from Atoward B. Calculate:5- Linear misclosure6- Traverse precisionLine Length (m) AzimuthAB181°25'BCCDDA330767411727.43889' 50355263° 32' 17"PointA (fixed)BCDA (calculated)Easting (m)337.499392.3411159.341123.518NNorthing (m)600.500270.601272.832682.268DAnglesB = 88° 25'C = 85° 10'

Answered: Image /qna-images/answer/1cfb0c52-9e97-4805-88d3-9a0ef1266585.jpg

Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: PD Line AB BC CD DA 5- Linear misclosure 6- Traverse precision Length (m) Azimuth 330 181°25' 767 411 727.438 89 50 355 263° 32' 17" Point A (fixed) B C D A (calculated) Easting (m) Northing (m) 600.500 337.499 392.341 270.601 1159.34 272.832 1123.518 682.268 Angles B = 88° 25' C = 85° 10'

Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: PD Line AB BC CD DA 5- Linear misclosure 6- Traverse precision Length (m) Azimuth 330 181°25' 767 411 727.438 89 50 355 263° 32' 17" Point A (fixed) B C D A (calculated) Easting (m) Northing (m) 600.500 337.499 392.341 270.601 1159.34 272.832 1123.518 682.268 Angles B = 88° 25' C = 85° 10'

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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Similar questions

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