Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X=18300.00 ft and Y=17500.00 ft. Course Length AB 202.74 283.87 498.37 320.33 380.78 BC CD DE EA Departures Latitudes -127.565 -157.577 151.42 -240.113 481.592 -125.5 -379.946 -25.193 0.063 =1686.09 0.001 128.224 294.722 Calculate the x-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. | ΑΣΦ | it vec| B.C.D.E18172.43, 18323.85, 18805.44,18679.94,18300.001 ft Submit Previous Answers Bequest Answer Part B ? Calculate the y-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. 195] ΑΣΦ. 11 Ivec ? B.C.D. E= 17342.423,17102.31,17230.53,17525.26,17500.06 ft

Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X=18300.00 ft and Y=17500.00 ft. Course Length AB 202.74 283.87 498.37 320.33 380.78 BC CD DE EA Departures Latitudes -127.565 -157.577 151.42 -240.113 481.592 -125.5 -379.946 -25.193 0.063 =1686.09 0.001 128.224 294.722 Calculate the x-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. | ΑΣΦ | it vec| B.C.D.E18172.43, 18323.85, 18805.44,18679.94,18300.001 ft Submit Previous Answers Bequest Answer Part B ? Calculate the y-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. 195] ΑΣΦ. 11 Ivec ? B.C.D. E= 17342.423,17102.31,17230.53,17525.26,17500.06 ft

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

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Using the compass (Bowditch) rule, adjust the
departures and latitudes of the traverse given in the
table below. The coordinates of station A are
X 18300.00 ft and Y 17500.00 ft.
Course Length
AB
202.74
BC
283.87
CD
498.37
DE
320.33
EA 380.78
Departures Latitudes
-127.565 -157.577
151.42
-240.113
128.224
294.722
-25.193
0.063
481.592
-125.5
-379.946
=1686.09 0.001
Calculate the x-coordinates for the other stations.
Express your answers in feet to seven significant figures separated by commas.
VAX
Ivec
B.C. D. B 18172.43, 18323.85, 18805.44,18679.94,18300.001 ft
Submit
Part B
Previous Answers Bequest Answer
?
Calculate the y-coordinates for the other stations.
Express your answers in feet to seven significant figures separated by commas.
197) ΑΣΦ. 11
B.C.D. E= 17342.423,17102.31,17230.53, 17525.26,17500.06 ft
vec
?

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PLS PROVIDE COMPLETE SOLUTION THANKS
Compute the Area using the DMD and check by DPD method ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N +E W AB 552.45 212.63 BC 232.06 396.50 CD 359.70 283.15 DE 209.37 366.89 EA 215.44 525.39 Sume 784.51m-784.5 1m+892.28m-892.28m (NL) (SL) (ED) (WD)