The observed magnetic bearings of a closed compass traverse are as follows: AB, Forward= N55° 30' E, Back= S55° 45' W: BC, Forward= S58° 40'E, Back = N58° 30'W; CD, Forward S14° 30'E, Back = N14° 00' W; DE, Forward = S77° 10' W, Back = N77° 10' E; and EA, Farward= N4O° 20' W, Back= S40° 15' E . Determine the following: a. Disclosure of the given traverse b adjusted interior angle of station C c.adjusted forward bearing of line CD

Q: The length and bearing of a closed traverse taken with the help of theodolite are as follows. Length…

A: Given data in question  Closed traverse Length  Bearings in reduced form To find out  Closing error…

Q: 7. 1 A = 51°23' B = 105°39' The four-sided, closed traverse has the following angles and distances:…

A:

Q: A traverse is run to set out a line MQ-1900 m at right angles to given line MN. The lengths and…

A: ####Calculation of length and bearing of line PQ of closed traverse MOPQMUsing lat. and dep. Of…

Q: Convert and illustrate the following bearings into equivalent azimuths: a)AB N70°50’W b) BC…

A: given - bearings      to convert them into azimuth

Q: For the accompanying figure, what is the bearing of the line DA?

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Q: In the figure shown, compute the following A. Bearings of BC, and FE B. Azimuth of CD, and AF C.…

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Q: The following are observed bearings of a closed compass traverse. What is the adjusted forward…

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Q: ITUA 4: Given fthe data of the closec raverse: Line Bearing S15°36'W Distance 24.22 m 15.92 m АВ ВС…

A: To find distance of CD and DA

Q: The following Bearing of close traverse ABCD were observed. line AB BC CD DA alculate the included…

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Q: Rick and Morty, using the portal gun, travels back in time around 1890. Using a magnetic compass,…

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Q: The interior angle of a five sided closed traverse were measured as follows: A = 85°11', B = 68°30',…

A: We will determine the bearing in whole circle bearing system (WCB)

Q: Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length…

A: Solution line  Length Bearing Difference Forward Backward Forward Backward in bearing reading…

Q: a. Compute the latitude and departure of each course. b. Compute the length of the linear error of…

A:

Q: Compute the bearings

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: LINE FORWARD BEARING BACKWARD BEARING N 15°00' W N 63°00' E S 14°00' W S 77°30' W S 13°30' E S…

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Q: compute the bearing of each line.

A: Bearing: - It is defined as a direction of a line with respect to given meridian.

Q: find out the included angles in a closed survey PQRSTP, the f

A: Below table gives the whole circle bearing of the observations: Line FB FB-WCB BB BB-WCB FB-BB…

Q: Problem 3 Given in the tabulation below are the observed forward and backward bearings of an open…

A: Given data:

Q: Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV…

A: When the height of a point and also its vertical distance is generally has above or below the…

Q: Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E…

A:

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: DE S 17° 20' W N 17° 20'E

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: with the given table below, find the following: - Linear Error of Closure - Relative Error of…

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Q: 1. What is the linear error of closure? a. 0.113 b. 0.250 c. 0.045 d. 0.453 2. What is the balanced…

A: rror of latitudes:∑ Lat=415-210.16-204.51=0.33Error of Departures:∑…

Q: QIA) The following are the bearings observed in traversing. Calculate the interior angles of the…

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Q: Determine the elevation of station BM1 using c = 0.14 and k

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Q: Problem #1: Leveling in a loop Leveling is performed to determine elevations on the ground and…

A: Given: Station BS HI FS Elevation J A 319.83   315.76 TP1 5.18 322.87 2.14 B TP2 2.91…

Q: 1. The following are bearings taken on a closed compass traverse. Compute the interior angles and…

A: The sum of all internal angle = (2n-4)×90o. Where n = number of sides or lines. Converting all the…

Q: The following bearings taken on a closed compass. Assuming the observed bearing of line AB to be…

A: To find out the correct bearing of line CD.

Q: 3.The latitude and departure of a traverse line were computed as +45.56m and –  67.78m respectively.…

A: Latitude = L = 45.56 meter  departure= D= - 67.78 meter  bearing?  distance?

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A: Given, To determine, corrected bearing of each line

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

A:

Q: Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine…

A: calculate all the bearings of all three stations:

Q: 5: Open Traverse: Find the distance and direction of boundary AD.

A: ###Distance AD and Direction of AD of Open Traverse####

Q: Problem 5. The following are bearing taken on a closed compass traverse. Compute the interior angles…

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Q: Surveying If the observed fore bearing of line AB is 202° 20', then the back bearing is:

A: Given data- Fore bearing FB=202o20'To Find-The back bearing BB

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.