SITUATIONA closed traverse has the following data:LINEDISTANCEBEARINGN 47° ES 69° ES 39° WS 87° WN 25° WАВ179.00258.20BCCDDEEA?145.412 What is the length of line CD?3 What is the length of line DE?

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SITUATION A closed traverse has the following data: LINE АВ DISTANCE BEARING 179.00 258.20 ? N 47° E BC S 69° E S 39° W S 87° W CD DE EA ? 145.41 N 25° W 2 What is the length of line CD? 3 What is the length of line DE?

SITUATION A closed traverse has the following data: LINE АВ DISTANCE BEARING 179.00 258.20 ? N 47° E BC S 69° E S 39° W S 87° W CD DE EA ? 145.41 N 25° W 2 What is the length of line CD? 3 What is the length of line DE?

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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SITUATION
A closed traverse has the following data:
LINE
DISTANCE
BEARING
N 47° E
S 69° E
S 39° W
S 87° W
N 25° W
АВ
179.00
258.20
BC
CD
DE
EA
?
145.41
2 What is the length of line CD?
3 What is the length of line DE?

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Given is Station C with N,E= (1000, 1000) B Line AB CD DE EA D Length: Bearing: 59.55 S 65° 47' E 96.00 $43° 9' E 75.32 542°51″W 117.88 N 58° 6' W 95.96 N 19°54'E Lat -27.23 Dep: 52.96 ماما .05) 40.04 - -55.23 -51.22 G2.28 -100.08 90.23 32.07 Compute for the Northings and Eastings of the stations, and COMPUTE for the AREA by splitting it into MULTIPLE TRIANGLES ABC, ACD, and ADE and SHOW the computation for lengths and bearings of sides CA and DA.
30 Y 15 イ3 4 4や 70KN 450 l00 KN えトy=? 7 Fx = ? %3D RF = ? 中=? 250
Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388 565.277 -350.184 605.780 -564.112 -205.360 -50.882 -965.697 Express all answer unitless and with 3 decimals for A to J
Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■