Given in the accompanying tabulation are the observed data for a closed traverse obtained from a theodolite-tape survey. Determine the following quantities: latitude and departure of each course, linear error of closure, bearing of the side of error, and the precision of the measurements. Tabulate observed and computed values according to the usual format. Length Azimuth from Line North (m) d a 122°30' 85°15' АВ 233.10 ВС 242.05 CD 191.50 20°00' 333°35' 254°08' DE 234.46 EF 270.65 FA 252.38 213°00'
Given in the accompanying tabulation are the observed data for a closed traverse obtained from a theodolite-tape survey. Determine the following quantities: latitude and departure of each course, linear error of closure, bearing of the side of error, and the precision of the measurements. Tabulate observed and computed values according to the usual format. Length Azimuth from Line North (m) d a 122°30' 85°15' АВ 233.10 ВС 242.05 CD 191.50 20°00' 333°35' 254°08' DE 234.46 EF 270.65 FA 252.38 213°00'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Can you please make a diagram plotting the shape including the length and degree (sample photos below. And also provide a conclusion for this problem. Thank you.
![21. Given in the accompanying tabulation are the
observed data for a closed traverse obtained from a
theodolite-tape survey. Determine the following
quantities: latitude and departure of each course, linear
error of closure, bearing of the side of error, and the
precision of the measurements. Tabulate observed and
computed values according to the usual format.
Length
(m)
d
Azimuth from
Line
North
a
АВ
233.10
122°30'
ВС
242.05
85°15'
CD
191.50
20°00'
333°35'
254°08'
DE
234.46
EF
270.65
FA
252.38
213°00'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4f9f7bf5-73b3-4bce-92e6-6605556aa9bf%2F36b886da-8c79-44d7-9196-4f05de64d2a6%2Fn6whuxp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:21. Given in the accompanying tabulation are the
observed data for a closed traverse obtained from a
theodolite-tape survey. Determine the following
quantities: latitude and departure of each course, linear
error of closure, bearing of the side of error, and the
precision of the measurements. Tabulate observed and
computed values according to the usual format.
Length
(m)
d
Azimuth from
Line
North
a
АВ
233.10
122°30'
ВС
242.05
85°15'
CD
191.50
20°00'
333°35'
254°08'
DE
234.46
EF
270.65
FA
252.38
213°00'
![+47.27m
Dep of A
Deeof DE
De ef CDI
Dep of C)
32.1
04'33
263 44'
AZ
De FA
(20
1,026. 25
AZ
Ler PA](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4f9f7bf5-73b3-4bce-92e6-6605556aa9bf%2F36b886da-8c79-44d7-9196-4f05de64d2a6%2Fzsu2j9r_processed.jpeg&w=3840&q=75)
Transcribed Image Text:+47.27m
Dep of A
Deeof DE
De ef CDI
Dep of C)
32.1
04'33
263 44'
AZ
De FA
(20
1,026. 25
AZ
Ler PA
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