Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 382.500 m Due East BC 248.780 m S 89°25’ E CD Unknown S 27°45’ W DE 220.420 m Unknown EA 443.490 m N 40°08’ W Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

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Q: 1. Find the distance CD in meters. a. 81.20 m b. 34.67 m c. 77.46 m d. 59.01 m 2. Find the distance…

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Q: AZIMUTH COURSE DISTANCE (m) FROM SOUTH 1 -2 269.90 Unknown Unknown 75 00' 141 18' 2-3 3-4 199.88 225…

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Q: X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

A: Given:

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: Given:- Line Length Bearing AB 589.06 m N87o30'E BC 291.86 m N30o30'E CD 656.98 m S42o45'…

Q: Geometric space, i need solutions in 10 minutes please. MCQ/Find the horizontal distance AD. If BD…

A: Use the trigonometric formula in the triangle BCD to calculate the angle BCD.      θ = ∠BCDtan θ =…

Q: TRAVERSE DATA W/ OHITTED MEASUREMENTS LUNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N…

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Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: As per the company guidelines, we are obliged to answer only one question at a time. Therefore,…

Q: UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF…

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Q: 3. Adjust the following data using compass rule. Course AB BC CD DE EA Bearing N 48° 20' E N 87° 35'…

A: Given: Course Bearing Distance (m) AB N48o20'E 265 BC N87o35'E 296 CD S7o59'E 282 DE…

Q: Q1) In the closed traverse ABCDEA, both the tying up triangles and the side lengths of the polygon…

A: First find out the latitude & departure of the given lines. Latitude say  L = lcosθ &…

Q: Course Bearing Length (m) АВ S 60° E 50 ВС N 30° E 100 CD 200 DA 151

A: Bearing of line AB and BC and Length of 4 lines are given these four lines join to make a…

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

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Q: Observed Bearing computed Correation internal angle Adjusted values Iemal Perwerd back angle Sta…

A: Internal Angles Angle A = 210o40I + (360o0I - 332o0I) = 238o40IAngle B = 96o10I - 30o40I =…

Q: Note: Construct separate table for Compass and Transit Rule. Course Bearing Distance (m) 1-2 N 20° E…

A: Multiple questions

Q: MISSING SIDES DATA : LINE DISTANCE(m) BEARING АВ 43.50 N 75° 20' E ВС 42.10 S 620 40' E CD 39.70 S…

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Q: GIVEN THE TABLE BELOW. DETERMINE THE FOLLOWING. COURSE DISTANCE (m) BEARING N 58° W S 35° W АВ…

A: In a closed traverse, the algebraic sum of latitudes and departures is zero. The bearing of CD,…

Q: Observed Bearings Length (m) Computed Internal Adjusted Values Line Forward Вack Sta Cor Interior…

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Q: CCURSE DISTANCE (m) 496 REARING COURSE DISTANCE (T) 1021 1118 661 REARTNG S 12°25' E S 83°44' x N…

A: COURSE DISTANCE (m) BEARING AB 496 N05°30'E BC 851 N46°02'E CD 856 S67°38'E DE 1021 S12°25'E…

Q: 2)Given the following set of stadia level notes. BACKSIGHT VERTICAL ANGLE ROD RDG INTERVAL (O15°45…

A: The formula to calculate the instrument height at station A is given by:height of instrument ,…

Q: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: A closed traverse has the ff. data: Lines Distance Bearing S 70° 29' E S 26° 28' E S 65° 33' W N 45°…

A: Correction of Traverse by Compass Rule Correction in LAT = - ( Length of the course / Perimeter) *…

Q: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

Q: Adjusted Values Corr Interior Angle Observed Bearings Length (m) Computed Sta Internal Angle Line…

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Q: Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170,850 m) and R.L.…

A: Point Distance R.L Correction Corrected elevation B.M   170.850       400       1   172.433…

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: Given :

Q: LINE DISTANCE BEARING CD 20 m S 850 20' E СА ? N 280 15' W СВ N 650 30' E DA ? N 700 W DB ? N 80°…

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Q: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

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Q: Balance by the compass rule the traverse data tabulated below. Also determine the corrected length,…

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Q: Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30"…

A: A closed traverse ABCDEA is given. The bearing of line DE is S81°42'15''E The sum of latitudes =…

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown…

A: Answer We can determine the unknowns of closed traverse using the Latitudes and Departures of line…

Q: Problem 4 Adjust the angles of triangle ABC for the following angular values and weights; #1. # 2.…

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Q: bearing of line DE.

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Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

A: The values given in the question are as follows:LinesBearingDistance(m)ABN 53o 27' E59.82BCS 66o 54'…

Q: J.74 3.45 (FS) GATEAT BM-1 Elev 568.75m) 1.28 BS) 3.32 (FS) TP- 1.85 (BS) 479 FS) 3.92 FS) 785) TP-2…

A: to compete the differential level notes.  figure given in the question can be considered as FBD

Q: a. 81.20 m b. 34.67 m c. 77.46 m d. 59.01 m 2. Find the distance DA in meters. a. 61.89 m b. 49.16 m…

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Q: Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward…

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Q: OPEN CORPASS TRAVERSE. Given in the accompanying sketch pass traverse. alues accordingly. 23. the…

A: A sketch depicting the forward and back bearings of an open traverse is given. In accordance with…

Q: Reg.no : 5395

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Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.