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Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles АВ 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) %3D %3D

Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles АВ 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) %3D %3D

Structural Analysis
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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Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). " 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles AB 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' C DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) 3D %3D
Transcribed Image Text:Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). " 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles AB 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' C DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) 3D %3D
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