Glven the following notes for a closed traverse. Determine the followinga) Coordinates of station E (xy). (Blank 1.Blank 2)b) Area of the traversed using coordinate method in m^2. Blank 3ADJUSTEDADJUSTEDLINEDEPARTURELATITUDEАВ395.60352.00ВС591.6023.40CD78.30-558.20DE-746.30-102.50EA-319.20285.30Blank 1Add your answerBlank 2 Add your answerBlank 3 Add your answer

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Answered: Given the following notes for a closed…

Given the following notes for a closed traverse. Determine the following a) Coordinates of station E (xy). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3

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

Glven the following notes for a closed traverse. Determine the following
a) Coordinates of station E (xy). (Blank 1.Blank 2)
b) Area of the traversed using coordinate method in m^2. Blank 3
ADJUSTED
ADJUSTED
LINE
DEPARTURE
LATITUDE
АВ
395.60
352.00
ВС
591.60
23.40
CD
78.30
-558.20
DE
-746.30
-102.50
EA
-319.20
285.30
Blank 1
Add your answer
Blank 2 Add your answer
Blank 3 Add your answer

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Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
Q" shape of flaverse & close Bopen open Traverse typesy=- free open traverse 22-Districted • Pentyaverse Ex: N am F-BABE ||| B 17+55 m) = A = 268 08 Hő B = 273° 55' 40" C= 18° of 40" D = 301⁰ 36 20 O E = 1h6 20 L 17.35m с جمع EQ 26 20 N 13.79m E Scanned with CamScanner
Calculate: a) the bearing of line CD b) the bearing of Line DE c) the area of the traverse pls answer in COMPLETE, 3 dec places, and provide ILLUSTRATION
Given the following notes for a closed traverse. Determine the following: a) Coordinates of station E (x.y). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED ... LINE DEPARTURE LATITUDE AB 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30
ANSWER KEY=D 108.1502m∆h 22.4596m
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB = INTZA = 40 40P 37 AZBC = INTZB = C 30 22 AZCD = INTZC = 66° 40' AZDE = INTZD = 15° 12 1s° 58 AZEA = INTZE =
1Q is 18 7T is 72
Situation 4] From the given data ofa dosed traverse, The adjusted bearing of BC using compassrule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. ii. i. iv. Distance, m 368.76 Bearing N15°18'E S85046'E S18°30W N77035W Line АВ ВС 645.38 CD 467.86 DA 593.00
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2. Complete the missing data. LINE DISTANCE (feet) BEARING AB 74.6039 DUE SOUTH ВС 132.2039 S 61.870 E CD 167.9143 N 75.55° E DE 183.9141 N 19.15° E EF 183.2644 N 59.88° W FG 124.8922 N 21.12° E GH 296.5704 DUE WEST HI 258.1493 S 38.75° E IJ