Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: N D 1- Coordinates of A (Easting and Northing). 2- Azimuth of BC and CD 3- Coordinates of point C 4- Coordinates of point D 5- Linear misclosure 6- Traverse precision Length (m) Northing (m) Angles Point A (fixed) 330 767 B 270.601 B = 88° 25' C C = 85° 10' D A (calculated) Line AB BC CD DA 411 727.438 Azimuth 181°25' 263° 32' 17" Easting (m) 392.341 @
Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: N D 1- Coordinates of A (Easting and Northing). 2- Azimuth of BC and CD 3- Coordinates of point C 4- Coordinates of point D 5- Linear misclosure 6- Traverse precision Length (m) Northing (m) Angles Point A (fixed) 330 767 B 270.601 B = 88° 25' C C = 85° 10' D A (calculated) Line AB BC CD DA 411 727.438 Azimuth 181°25' 263° 32' 17" Easting (m) 392.341 @
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Please I need to solve all the points in the question
![Q3): The following data were collected while running a closed traverse ABCDA starting from A
toward B. Calculate:
D
1- Coordinates of A (Easting and Northing).
2- Azimuth of BC and CD
3- Coordinates of point C
4- Coordinates of point D
5- Linear misclosure
6- Traverse precision
Length (m)
Easting (m) Northing (m)
Angles
Point
A (fixed)
330
767
B
392.341
270.601
B = 88° 25'
C
C = 85° 10'
D
A (calculated)
Line
AB
BC
CD
DA
411
727.438
Azimuth
181°25'
263° 32' 17"
20
10](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fedfbad96-9bef-4c3b-bbd4-ae0662fdc4db%2Fff6f821d-eac0-4cdc-88b1-2ea8d21bfb99%2Fp6lkqrd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3): The following data were collected while running a closed traverse ABCDA starting from A
toward B. Calculate:
D
1- Coordinates of A (Easting and Northing).
2- Azimuth of BC and CD
3- Coordinates of point C
4- Coordinates of point D
5- Linear misclosure
6- Traverse precision
Length (m)
Easting (m) Northing (m)
Angles
Point
A (fixed)
330
767
B
392.341
270.601
B = 88° 25'
C
C = 85° 10'
D
A (calculated)
Line
AB
BC
CD
DA
411
727.438
Azimuth
181°25'
263° 32' 17"
20
10
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