Please answer only if you really know it. 7. ERROR OF CLOSURE. Given the following tabulated data fortwo transit-tape surveys:LATITUDEDEPARTURELINELENGTHBEARING+N-s- Ws 06*35'wN 17*48'wN 70°59'wN 59°33'ES 39° 1 8'E1-2445.66 m442.725!.092-3326.73311.0999.883-4434.50141.58410.794-5427.00216.40368.105-1301,95233.66191.25Sums1935.84 m+ 669.07-676.38+559.35 -561.76(D)(ENL)(ESL)CŒEDIIZ WD)LATITUDEDEPARTUREAZIMUTHCOURSELENGTHFROM NORTH+N-s+E- W82'12'131*48'.228 20'267*43'352°01'AB229.70m31.17227.57вс130.5587.0297.32CD161.46107.34120.61DE180.497.191 80.35EA171.83170.1623.86Sums874.03 m.+201.33-201.55+324.89-324.82(D)(ENL)(ESL),(ZED)(ZWD)traverse determine the linear error ofclosure,and the precision ofcomputedeachForthe direction of the side of error,the, measurements made. Tabulate all observed andvalues.

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Answered: Please answer only if you really know…

Engineering

Civil Engineering

Please answer only if you really know it.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

Please answer only if you really know it.

7. ERROR OF CLOSURE. Given the following tabulated data for
two transit-tape surveys:
LATITUDE
DEPARTURE
LINE
LENGTH
BEARING
+N
-s
- W
s 06*35'w
N 17*48'w
N 70°59'w
N 59°33'E
S 39° 1 8'E
1-2
445.66 m
442.72
5!.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)
(ENL)
(ESL)
CŒEDI
IZ WD)
LATITUDE
DEPARTURE
AZIMUTH
COURSE
LENGTH
FROM NORTH
+N
-s
+E
- W
82'12'
131*48'.
228 20'
267*43'
352°01'
AB
229.70m
31.17
227.57
вс
130.55
87.02
97.32
CD
161.46
107.34
120.61
DE
180.49
7.19
1 80.35
EA
171.83
170.16
23.86
Sums
874.03 m.
+201.33
-201.55
+324.89-324.82
(D)
(ENL)
(ESL),
(ZED)
(ZWD)
traverse determine the linear error of
closure,
and the precision of
computed
each
For
the direction of the side of error,
the, measurements made. Tabulate all observed and
values.

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