For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DPD S (m) AREA AB 70 S 43°12' E ВС 72 N 72°26' E CD N 60°18' W DE N 64°29' E EF 142 N 85°11' W FA 61 S 12°21' W

For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DPD S (m) AREA AB 70 S 43°12' E ВС 72 N 72°26' E CD N 60°18' W DE N 64°29' E EF 142 N 85°11' W FA 61 S 12°21' W

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

For the given data of a close traverse, determine the missing bearings of course CD and DE solve the
AREA using DPD. Sketch the traverse.
LINE
DISTANCE
DOUBLE
BEARING
LATITUDE
DEPARTURE
DPD
S
(m)
AREA
AB
70
S 43°12' E
ВС
72
N 72°26' E
CD
?
N 60°18' W
DE
?
N 64°29' E
EF
142
N 85°11' W
FA
61
S 12°21' W

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567 24'E 8. Given the following sketch and tabulated data for a closed traverse in which the length of DE and the bearing of EF have not been observed in the field. 852.18 m el 3.0E.SON TA 492.98 m 3..80.90 845.85 m N55 27 W 661.26 m Closing Line Unknown Bearing 1210.50 m Unknown Length $12°17″E
Provide a separate table for DMD and DPD. Also, before the bearing, compute for the azimuths
Please provide correct answers, thanks
(7) Please provide a solution and diagram if possible.
2. Given the following sketch and tabulated data for a closed traverse in which the length of DE and the bearing of EF have not been observed in the field. Find the length and bearing of closing line DF, length of DE and bearing of EF. COURSE LENGTH (m) BEARING AB 492.88 N 05°30' E N 46°03' E S67°24' E ВС 845.85 CD 852.18 S 12°17' E DE EF 1210.50 FA 661.26 N 55°27' W
For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DMD. Sketch the traverse.
2. Given the following data of a closed traverse. LINE BEARING DISTANCE АВ N 38°29' E 33.00 BC S 54°23' E 31.55 CD S009' W 34.20 DE S 77°19' W 26.39 EA a. Compute the bearing of line EA. b. Solve for the distance of line EA. c. Compute the area of the traverse using DPD Method.
Problem 1 For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE DPD DOUBLE AREA АВ 70 S 42°12' E ВС ? N 72°26' E CD ? N 65°18' W DE 125 N 65°08' E EF 140 N 88°11' W FA 60 S 12°55' W