If coordinates of point A are (5000.00 N 5000.00 E)Determine the departure and latitude Coordinates at,Point B, C, D, E, F and AA80'00' 00"297.65I10 04 20303 -27290 23 45"260' 00' 00"265.07204.07C350 03 27"198.101205 17'33"220-84

Data given: Coordinates of point A = (5000.00N , 5000.00E) Asked: Determine the departure and…

If coordinates of point A are (5000.00 N 5000.00 E) Determine the departure and latitude Coordinates at, Point B, C, D, E, F and A A I10 04 20 80°00' 0 303-27 297 65 290 23 45" 260 00 00" 265.07 204.07 C 205°17'33" 356 03 27" 198.101 LL)

If coordinates of point A are (5000.00 N 5000.00 E) Determine the departure and latitude Coordinates at, Point B, C, D, E, F and A A I10 04 20 80°00' 0 303-27 297 65 290 23 45" 260 00 00" 265.07 204.07 C 205°17'33" 356 03 27" 198.101 LL)

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.

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If coordinates of point A are (5000.00 N 5000.00 E)
Determine the departure and latitude Coordinates at,
Point B, C, D, E, F and A
A
80'00' 00"
297.65
I10 04 20
303 -27
290 23 45"
260' 00' 00"
265.07
204.07
C
350 03 27"
198.101
205 17'33"
220-84

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