LINELENGTH IN METERSBEARINGAB82.62S60°43'EBC111.41N52°41'WCD100.66S71°43'WDE62.97N75°44'WEA181.24S85°23'EUsing TRANSIT RULE, complete the table of balancing the traverse.-Retain 3 decimal places. Line LatDepCdAB-40.41272.0620.839-1.086BCCD-31.579-95.5780.656-1.440DE15.518-61.0280.322-0.920EA-14.588180.6520.303-2.723CL=CD= adj. lat.adj dep.adj. lengthadj. bearing-39.573 70.97681.263 S60°51'EN52°'W (rounded off tothe nearest minute)-30.923 -97.018101.827 S72°19'W15.84 -61.94863.941 N75°39'W-14.285 177.929178.502 S85°25'E

Transit Rule A rule for altering the traverse's closure mistake. The transit rule distributes the…

LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97 N75°44'W EA 181.24 S85°23'E Using TRANSIT RULE, complete the table of balancing the traverse. -Retain 3 decimal places.

LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97 N75°44'W EA 181.24 S85°23'E Using TRANSIT RULE, complete the table of balancing the traverse. -Retain 3 decimal places.

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

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

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LINE	LENGTH IN METERS	BEARING
AB	82.62	S60°43'E
BC	111.41	N52°41'W
CD	100.66	S71°43'W
DE	62.97	N75°44'W
EA	181.24	S85°23'E

Using TRANSIT RULE, complete the table of balancing the traverse.

-Retain 3 decimal places.

Line Lat
Dep
Cd
AB
-40.412
72.062
0.839
-1.086
BC
CD
-31.579
-95.578
0.656
-1.440
DE
15.518
-61.028
0.322
-0.920
EA
-14.588
180.652
0.303
-2.723
CL=
CD=

adj. lat.
adj dep.
adj. length
adj. bearing
-39.573 70.976
81.263 S60°51'E
N52°
'W (rounded off to
the nearest minute)
-30.923 -97.018
101.827 S72°19'W
15.84 -61.948
63.941 N75°39'W
-14.285 177.929
178.502 S85°25'E

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