traverse determine the linear error of closure, of For each and the precision computed the direction of the side of error, the measurements made. values. Tabulate all observed and

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question

Please *recheck and provide*clear and*complete step-by-step solutions in *scanned handwriting or computerized output. Thank you.

7. ERROR OF CLOSURE. Given the following tabulated data for
two transit-tape surveys:
LATITUDE
DEPARTURE
LINE
LENGTH
BEARING
+N
+E
-W
s 06°35' w
N 17°48' w
N 70°59'w
N 59°33'E
S 39°18'E
|-2
445. 66 m
442.72
51.09
2-3
326.73
311.09
99.88
3-4
434.50
141.58
410.79
4 -5
427.00
216.40
368. 10
5-1
301.95
233.66
191.25
Sums
1935.84 m
+ 669.07
-676.38
+559.35
-561.76
(D)
(ΕNL)
(ESL)
CEED)
E WD)
LATITUDE
DEPARTURE
AZIMUTH
COURSE
LENGTH
FROM NORTH
+E
- W
82° 12'
1 31°48'
228°20'
267°43'
352°01'
AB
229.70 m
31.17
227.57
вс
130.55
87.02
97.32
CD
161.46
107.34
120.61
7.19
1 80. 35
DE
180.49
EA
171.83
170.16
23.86
Sums
874.03 m
+201.33
-201.55
+324.89
- 324.82
(ENL)
(ESL),
(ΣΕD)
(EWD)
(D)
closure,
of
each
traverse determine the linear error of
For
and the precision
computed
the
direction of the side of error,
the measurements made.
values.
Tabulate all observed and
Transcribed Image Text:7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +N +E -W s 06°35' w N 17°48' w N 70°59'w N 59°33'E S 39°18'E |-2 445. 66 m 442.72 51.09 2-3 326.73 311.09 99.88 3-4 434.50 141.58 410.79 4 -5 427.00 216.40 368. 10 5-1 301.95 233.66 191.25 Sums 1935.84 m + 669.07 -676.38 +559.35 -561.76 (D) (ΕNL) (ESL) CEED) E WD) LATITUDE DEPARTURE AZIMUTH COURSE LENGTH FROM NORTH +E - W 82° 12' 1 31°48' 228°20' 267°43' 352°01' AB 229.70 m 31.17 227.57 вс 130.55 87.02 97.32 CD 161.46 107.34 120.61 7.19 1 80. 35 DE 180.49 EA 171.83 170.16 23.86 Sums 874.03 m +201.33 -201.55 +324.89 - 324.82 (ENL) (ESL), (ΣΕD) (EWD) (D) closure, of each traverse determine the linear error of For and the precision computed the direction of the side of error, the measurements made. values. Tabulate all observed and
Expert Solution
steps

Step by step

Solved in 2 steps

Blurred answer
Knowledge Booster
Engineering symbols
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning