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 ine Length(m) Azimuth Point Easting (m) Northing (m) Angles AB 330 181°25' A (fixed) BC 767 В 392.341 270.601 B = 88° 25' CD 411 C = 85° 10' DA 727.438 263° 32' 17" A (calculated)
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 ine Length(m) Azimuth Point Easting (m) Northing (m) Angles AB 330 181°25' A (fixed) BC 767 В 392.341 270.601 B = 88° 25' CD 411 C = 85° 10' DA 727.438 263° 32' 17" A (calculated)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q3): The following data were collected while running a closed traverse ABCDA starting from A
toward B. Calculate:
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
B
Line
Length(m)
Azimuth
Point
Easting (m)
Northing (m)
Angles
АВ
330
181°25'
A (fixed)
BC
767
B
392.341
270.601
B = 88° 25'
CD
411
C
C = 85° 10'
DA
727.438
263° 32' 17"
D
A (calculated)
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