calculate the linear misclosve
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![then providing controls for Construction
project
9
link traverse that consist of
points 1, 2, 3, 4, 5, 6, 7 and 8 was established
the data is shown in the table,
Ead calculate the linear misclosve of
fraverse and the figal coordinates
of
the unknown stations](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F610a2c22-d949-4f01-b471-508c06cc8cf4%2F3dc1960c-6f5f-49d2-b385-cb495f19957c%2Fiiwzby_processed.jpeg&w=3840&q=75)
Transcribed Image Text:then providing controls for Construction
project
9
link traverse that consist of
points 1, 2, 3, 4, 5, 6, 7 and 8 was established
the data is shown in the table,
Ead calculate the linear misclosve of
fraverse and the figal coordinates
of
the unknown stations
![Table Q2
Known Back Bearing at Stn. 1
Known Fwd Bearing at Stn. 8
Left hand angle
Station
1
89
01
113
3
150
4
163
11
02
07
152
8
16
Coordinates of Stn. 1 (N,E)
Coordinates of Stn. 8 (N,E)
153
Traverse Leg
4-5
7 8
5000.000
4440.899
24"
Distance
461.592
94.917
91.594
145.789
100.159
104.145
5000.000
5051.022](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F610a2c22-d949-4f01-b471-508c06cc8cf4%2F3dc1960c-6f5f-49d2-b385-cb495f19957c%2Fh5yqi7i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Table Q2
Known Back Bearing at Stn. 1
Known Fwd Bearing at Stn. 8
Left hand angle
Station
1
89
01
113
3
150
4
163
11
02
07
152
8
16
Coordinates of Stn. 1 (N,E)
Coordinates of Stn. 8 (N,E)
153
Traverse Leg
4-5
7 8
5000.000
4440.899
24"
Distance
461.592
94.917
91.594
145.789
100.159
104.145
5000.000
5051.022
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