The reduced bearing of 20 m long line is S30° E the latitude of the line is A 17.32 m north B 10 m north C 10 m south D 17.32 south (1)

Q: f=0002 d=0:02 m 27 Find Z

A: pipe flow - its a close conduit generally having circular cross section the cross section may be…

Q: If the fore bearing of a line is N 26°35' W, its back bearing will be

A: Back bearing is the bearing measured of any line in survey in opposite direction. For example…

Q: A level is set up and a reading of 2.195 m is taken on a bench mark the elevation of which is 89.54…

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Q: One side of a traverse has a length of 50 metres and a whole circle bearing of 200°. Calculate the…

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Q: 1.6m 2m

A: solution  given discharge Q=30m3/sec mannings coefficient = 0.013 use mannings formula to find the…

Q: A level is set up and a reading of 2.895 m is taken on a bench mark the elevation of which is 67.145…

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Q: (a) (b) S-diagram A C (c) M - diagram 21.39 3m 25 kN G B 1.5m 1.5m F 5 kN/m E 18.61 3m C 0.5m 20 kNm…

A: Given Load 25 kN & 5 kN/mMoment 20 kNmSpan 11 mTo find out SFDBMD

Q: azimuth in

A: solution of above problem is below:

Q: A level is set up and a reading of 2.815 m is taken on a bench mark the elevation of which is 92.145…

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Q: The Magnetic Bearing of a line AB is S 38°30' W. Determine the True Bearing if the Magnetic…

A: Given: The magnetic bearing of line AB is S38o30’W. The magnetic declinations are 4o30’W and 3o30’E.

Q: Find the bearing of the line having: dep= 434m and latitude of 650m

A: departure D=Lsinθ=434 m latitude L=Lcosθ=650m

Q: Show all solutions

A: The task is to determine the forces in bars BD and DE.Here's a breakdown of the steps to solve the…

Q: pearing of S 36° 42' 58", determine the ar

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Q: The conversion of a whole circle bearing 170°30' into quadrantal bearing is:

A: Concept : This is a problem of Surveying from topic Bearings, Where we need to calculate whole…

Q: FBAB= S 81° 50' E FBBC= S 53° 05' E BBAF N 82° 15' w BBBC= N 52° 45' w FBCD= S 78° 40' w BBCD= N 78°…

A: The fore bearing of the line is defined as the bearing of the line measured along with the…

Q: The azimuth of the line from the north is 125 degrees 50' 40" a. what is the bearing of the line?…

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Q: If bearing of line XY and XZ are 26°10' and 298°15' the value of included angle ZXY is?

A: The bearing of line XY = 26o10'bearing of line XZ = 298o15'To Find :Included angle ZXY ?

Q: P11.1 to P11.7. Analyze each structure by moment distribu- tion. Determine all reactions and…

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Q: In the quadrantal bearing system, a whole circle bearing of 293° 30' can * be expressed as W23°30'N…

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Q: (Trilateration): In a trilateration network one of the triangles has the following data: AB = 400m…

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Q: It is considered to be the zero-elevation. plumb line horizontal line mean sea level vertical plane

A: We need to choose correct choice out of the given options.

Q: If line OA has a bearing of N 47° 28’ 31” W and line OB has a bearing of S 36° 42’ 58” E, determine…

A: Given data, bearing of line OA= N 47° 28’ 31” W Bearing of line OB=  S 36° 42’ 58” E Find out:-…

Q: A close traverse has the following field data: Line QR has a bearing of S 8°51' W and a length of…

A: The length and bearings of traverse are given . To find the missing data i  will use latitude and…

Q: 2. An azimuth of a line is 322° 49' 31", what is its bearing? 3. A bearing of a line is S 42° 15'…

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Q: The magnetic bearing of a line AB was N 59° 30'W in the year 1967, when the declination was 4 10' E.…

A: Given data: The magnetic bearing of a line AB was N 59°30' W in the year 1967. The declination was…

Q: 17- The fold which is convex downwards is a) Syncline b) Anticline c) U-cline 10693 d) O Crestline

A: Synclines are the reverse of anticlines in all details and the strata are downarched, that is, these…

Q: The table below shown the bearing firom an open compass traverse. Using line CD as the best line,…

A: AS PER QUESTION CORRRECTED BEARING IS TO BE CALCULATED

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.