If the azimuth of AB is 42°11′10″, compute the azimuths of the remaining sides. Note the traverse proceeds clockwise from A to B to C to D to E What is the azimuth of BC ? What is the azimuth of CD? What is the azimuth of DE? What is the azimuth of EA?

Q: (Q2) Compute the geodetic azimuth of the line PQ in the below figure, if you know the magnetic…

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Q: The azimuth of a line AB is 347° 12' and the angle BAC measured is 75° 54' counterclockwise. Find…

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Q: Determine the south azimuth of side AB if side AB has a bearing of S 9°2'56" E. Express your answer…

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Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

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Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

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Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

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Q: The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a…

A: Given: The azimuth of traverse line AB is 225o. The bearing of line BC is S 30o E.

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A: Given data in question  Whole circle bearing Magnetic Declination  To find out  Magnetic direction

Q: Determine the Azimuth ED reckoned from North in Clockwise Direction. Note that the clockwise…

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Q: determine the true azimuths (from south) of the

A: NOTE: magnetic bearing and assumed bearing both are different . here we used assumed bearing.…

Q: of a regular pentagon. It is required to determine c declination of the locality is 05°30' west. If…

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Q: The magnetic azimuth of a line is 205. If the magnetic declination is 2 east. What is the true…

A: Given data- Magnetic azimuth = 205° Magnetic declination = 2° (east)

Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

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Q: Two points, A and B, are 3,134.50 m. apart. From the third point, C, on the line between A and B,…

A: Elevation difference between A and C -  tan35°28' = h11992.25⇒h1 = 1419.3101m   Elevation difference…

Q: The length of a traverse line is 316.48 m and the magnetic azimuth of the line from south is 152°…

A: From figure ; Let Ab be the required length of line = 316.48 m Azimuth angle is taken from South…

Q: FUNDAMENTALS OF SURVEYING All azimuths are measured from South. All angles must be written to the…

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Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')w the : magnetic…

A: Given data  Whole circle bearing ( θT) = 34°30' Magnetic declination (δw) = 3°30'

Q: Find the elevation of point B. Prism 4.68 B L = 226.37' 51.71 Instrument 5.65' BM 1 elevation =…

A: The answers are, Elevation of point B is 842.138 feet Horizantal distance between benchmark and B is…

Q: Problem 6: a) Boundary RS has a bearing of N 54° 12' 34".W. What is its back bearing? b) What is the…

A: Bearing of boundary RS is = N54o12'34"W To find:- (a) Back bearing of RS (b) Azimuth of RS (c) Back…

Q: A field is in the form of a regular pentagon. The direction of the bounding sides was surveyed with…

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Q: Why assume that AB Azimuth is 30˚0'0"? Can't we find the azimuth of point F or E?

A: Why assume AB azimuth is 30 degree ?Can we find the azimuth of point F or E ?

Q: Determine the true bearing of the line AD, true azimuth of line AD from north and true azimuth of…

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Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Given, Stadia interval factor(f/i)= 99.90 Stadia Intercept(s) =0.813 (between A and B) & 0.723…

Q: Convert the following bearings to azimuths. 1.NE53°20′ 2.NW15°16′ 3.SW65°58′ 4.SE86°10′ 5.SW73°29′

A: 1. Azimuth of NE53°20′ = 53°20′ 2. Azimuth of NW15°16′ = 360o - 15o16' = 344o44' 3. Azimuth of…

Q: The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C = 142°54' D =…

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Q: Solve the following problems: a) Azimuth at A is 278° 53' 6" and the Distance AB is 312 meters. Find…

A: Given data  Azimuth at  A Distance AB. According to guidelines of bartleby I have to answer only…

Q: Convert the following azimuths to equivalent bearings AZn BC = 122°46’

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Q: A line from A to B has a change of easting = +250 ft. and a change of northing = +433.01 ft. What is…

A: Given, Easting of line AB, E = 250 ft. Nothing of line AB, N = 433.01 ft.

Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

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Q: Determine the Azimuth BC reckoned from North in Counterclockwise Direction. Note that the…

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Q: The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75*…

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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: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

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Q: Angle of line A, B, and C were to be analyzed when the surveyor found out that the True North (N)…

A: Given,

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the magnetic…

A: Given information in question  Whole circle bearing Magnetic declination To find out  Magnetic…

Q: The azimuth of a line is 207*. The back azimuth of the same line is A. 63* B. 297* C. 27* D.…

A: Azimuth is Angular measurement in a spherical coordinate system. Back Azimuth is calculated by…

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.