1. Two successive lines AB and BC are part of a perimeter of a traverse. The bearing of  line AB is N 30oE. If the computed latitude and departure of line BC are -23.34m and - 15.55m respectively,             a) Compute the bearing of line BC.             b) Determine the deflection angle of line BC

Q: All azimuths are measured from South. All angles must be written to the nearest minute only. All…

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Q: Given the following, solve for the tangent distance: R = 303.199m 1 = 63°

A: Given Data :   Radius (R) = 303.199 mDeflection Angle (I) = 63°   To Determine :   Tangent distance…

Q: A line AC cannot be measured directly because of an obstruction on line. Accordingly, the two lines…

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Q: Determine the elevation of the points using Collimation method. 3.116 2.225 3.035 1.822 A Ele.…

A: Let us estimate the Elevations in step 2.

Q: Exampl (a) F.B. of line AB is 220°: Find B.B. of line BA. (b) F.B. of line BC is 40°, and F.B. of…

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Q: 2.by the analytical method and Mohr’s circle

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Q: In the figure shown, it is desired to determine the length of AB across a wide and deep river. Line…

A: Introduction The study of surveying is concerned with determining the relative geographic placement…

Q: 15. A surveyor needs to know the distance between points C and B as shown in Figure D. A building…

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Q: A line AB cannot be measured directly because of an obstruction on line. Accordingly, the two lines…

A: S1 = 2320.85m S2 = 1400.42m h = 155m Length of the line AD = d1 Length of the line DB = d2 To be…

Q: piece of ground three straight sides AB, BC and CD; the fourth AD, is irregular. The dimensions are…

A: The boundary of the given plot ABCD has 3 straight sides and one irregular side.AB = 126m, BC =…

Q: Approximate the shortest distance of tower C to the highway.

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Q: A field is in the form of a regular triangle. If the true bearing of side AB is N 45°30'E, determine…

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Q: 8. Points B and C are to be laid out from the instrument set up at point A. The bearing and distance…

A: Finding out length of BC and slope.

Q: Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59′30". A =…

A: Interior angle

Q: Plot the traverse listed below: Line AzimuthS AB 218 degrees ВС 218 degrees CD 304 degrees DE 304…

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Q: 3. Two sides and the included angle of a triangle were measured as under: a. 757.64 ± 0.045 m b.…

A: Given Data: Two sides and the included angle of a triangle were measured as: (a) 757.64±0.045 m(b)…

Q: by the analytical method and Mohr’s circle Find σx' ,σy' and τx'y'

A: Normal stress is given so we can find unknown by analytical method

Q: Determine the area of the closed traverse which was formed by joining the points (1,1), (0,8),…

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Q: IN THE FIGURE SHOW, IT IS DESIRED TO DETERMINE THE LENGTH OF AB ACROSS A WIDE AND DEEP RIVER. LINE…

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Q: Find the area enclosed by the curve r = 5cosθ

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Q: The interior angles of the closed traverse ABCD are given in the figure. If the bearing of line AB…

A: Given  Internal angles of the traverse  Bearing of AB = N30⁰W

Q: Line Line AB BC CD DE EA Bearing Dist(m) X 150.00 157.50 165.00 172.50 Distance Bearing S 39° 54' W…

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Q: A line AB cannot be measured directly because of an obstruction on line. Accordingly, the two lines…

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Q: 4. Using tape in measuring angles, the sides of a triangle measure 1063.55, 1752.77 and 1253.8 m.…

A: We are required to calculate the angles of the triangle.

Q: GIVEN: G.=-3.5% ELEV V = 71.50 L= 800 m G. = + 4.5 % STA V= 10 + 00

A: PVCSTATION=PVISTA-L2L=1000-L2=6+00PVCELV=PVIELV-g1L2PVCelv=71.5+0.035×8002PVCelv=85.5mEquation of…

Q: In the figure, Lines AB and CD are established perpendicular to line MAC, and points B and D are…

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Q: true bearing, true north azimuth, and true south azimuth

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Q: A and B are two points having RL 185,35 m and 188,35 m at a distance of 20 m. Let the contour…

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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: The whole circle bearings of lines OP and OQ are 18° 15' and 335° 45' respectively. What is the…

A: We have to find the value of the included angle QOP

Q: What is the slope of EH if distance between them 350m.and R.L of E=30.09and R.L of * H=29.25 0.0025…

A: Given that: Distance between EH, L = 350m                    R.L of E = 30.09…

Q: Find the length of a lake, CB, given the distances AB = 290 m and AC = 225 m and the angle A= 72°.…

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Q: 3. The Distance from A andB to a point C are measured with the following results; BC 754,46 m,…

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Q: Determine the linear error for closure, and the adjusted lengths and bearings of the lines in…

A: ADJUSTMENT OF TRAVERSE BY COMPASS RULE Latitude = Lcosθ Departure = Lsinθ (L is length of course and…

Q: 15. A surveyor needs to know the distance between points C and B as shown in Figure D. A building…

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State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.