Part CCompute the linear misclosure.Express your answer in feets to three significant figures.1]]ΑΣΦΗ [11 vecSubmit Request AnswerPart DCompute the relative precision.Express your answer as an integerVE]ΑΣΦΗ Τ1:SubmitPart ERequest Answervec?XB. YB. XC. Yc. XD. YD=?Compute the preliminary coordinates in feet if X = 12500 and Y₁ = 10500.Express your answers in feet to two decimal places separated by commasIND ΑΣΦΗ Τvecftft The data in the table below is for a closed-polygon traverse. Balance thetraverses by coordinates using the compass rule.BCCDDAN8°17'02"E N87°02′05"E S14°47'06" W N68°43'20" WCourse ABBearingLength 403.73(ft)622.63653.16550.84Part ACompute the unadjusted departures.Express your answers in feet to five significant figures and separated by commas.Dep AB DeP BC, DepCD, DEPDA=SubmitPart BRequest AnswerLat AB, Lat BC, LatCD, LatDA =195| ΑΣΦ. 41Compute the unadjusted latitudes.Express your answers in feet to five significant figures and separated by commas.Submit Request AnswervecIVE ΑΣΦ ↓↑ vec??ftft

Answer We know that Departure is given by Lsinθ (positive for East and Negative for West) Latitude…

Answered: Compute the unadjusted departures.

Engineering

Civil Engineering

Compute the unadjusted departures.

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter15: Computational Engineering Tools Matlab

Section: Chapter Questions

Problem 19P

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Question

Part C
Compute the linear misclosure.
Express your answer in feets to three significant figures.
1]]ΑΣΦΗ [11 vec
Submit Request Answer
Part D
Compute the relative precision.
Express your answer as an integer
VE]ΑΣΦΗ Τ
1:
Submit
Part E
Request Answer
vec
?
XB. YB. XC. Yc. XD. YD=
?
Compute the preliminary coordinates in feet if X = 12500 and Y₁ = 10500.
Express your answers in feet to two decimal places separated by commas
IND ΑΣΦΗ Τ
vec
ft
ft

The data in the table below is for a closed-polygon traverse. Balance the
traverses by coordinates using the compass rule.
BC
CD
DA
N8°17'02"E N87°02′05"E S14°47'06" W N68°43'20" W
Course AB
Bearing
Length 403.73
(ft)
622.63
653.16
550.84
Part A
Compute the unadjusted departures.
Express your answers in feet to five significant figures and separated by commas.
Dep AB DeP BC, DepCD, DEPDA=
Submit
Part B
Request Answer
Lat AB, Lat BC, LatCD, LatDA =
195| ΑΣΦ. 41
Compute the unadjusted latitudes.
Express your answers in feet to five significant figures and separated by commas.
Submit Request Answer
vec
IVE ΑΣΦ ↓↑ vec
?
?
ft
ft

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Step 1: Calculation of Unadjusted departures and Latitudes

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Step 2: Calculation of linear misclosure

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Step 3: Calculation of Relative precision

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Step 4: Balancing the traverse

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Step 5: Calculation of coordinates

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