Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the linear error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B,C,D, and E Coordinates (m) Observations Further information MEASURED ANGLE (Interior, left to side right) DISTANCE Station (m) () AZIMUTH A 1000 1000 101° 24' 00" (

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1: for the traverse in the table below:
1- Draw a sketch
2- Balance the angles
3- Compute the linear error of closure and the precision ratio of the traverse.
4- Find the Adjusted Coordinates of points B,C,D, and E
Coordinates (m)
Observations
Further information
MEASURED ANGLE
(Interior, left to
side right)
DISTANCE
Station
(m) ()
AZIMUTH
A
1000
1000
101° 24' 00" (<BAE)
АВ
4015.8
Due East
149° 13' 00"
ВС
3822.0
80° 58' 30"
CD
3682.8
D
116° 19' 00"
DE
5790.3
E
92° 04' 30"
EA
3501.0
Transcribed Image Text:Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the linear error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B,C,D, and E Coordinates (m) Observations Further information MEASURED ANGLE (Interior, left to side right) DISTANCE Station (m) () AZIMUTH A 1000 1000 101° 24' 00" (<BAE) АВ 4015.8 Due East 149° 13' 00" ВС 3822.0 80° 58' 30" CD 3682.8 D 116° 19' 00" DE 5790.3 E 92° 04' 30" EA 3501.0
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