Angle (to right) Point Line Length AB 281.78 АВС 254.12 ВС 350.52 BCA 336.54 CA 145.53 CAB 309.12

Q: 1. The figure below shows a sample loop traverse with the unadjusted field data. For letters a, b,…

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Q: Given in the accompanying tabulations are the observed forward and back bearings of a closed compass…

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Q: The data from a closed traverse ABCD are given in the table below: Line Included angle (in degrees)…

A: Given data,

Q: The figure shows the field data for a five-sided closed traverse. a. Determine the balanced Angle…

A: To find a. Determine the balanced Angle of C,  b. Compute the linear error of closure

Q: PROBLEM The baseline AB of a Triangulation system is equal to 400 m long Stations C and D are the…

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Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m /N 35° E BC /…

A: Given Data: LINE Length (m) Bearing AB 126.00 N35°E BC 233.00 S10°E CA 170.00 N41°W

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: A closed traverse

Q: A traverse survey has been performed for a project located in a rural area. The azimuth angle and…

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Q: The measured angles about point P have the following observed values. angle APB = 12°20' angle BPC =…

A: Given,∠APB=12° 20'∠BPC=37° 35'∠CPD=35° 55'andTrue value of ∠APD=87° 10'Now,Measured value of…

Q: Station Angles No. of Measurement A 53° 4 B 57° 69 3

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Q: Using transit rule, adjust the closed traverse.Compute also the linear error of closure and the…

A: This approach was created to balance a traverse in which the angles are determined with more…

Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data givenFind:(a) Angular error(b) Traverse accuracy(c) Adjusted coordinate(d) Adjusted distance(e)…

Q: In a closed traverse, the following observations were made: Line Length (m) Bearing АВ 30 60.5° BC…

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Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data given Find: (a) Angular error (b) Traverse accuracy (c) Adjusted coordinate (d) Adjusted…

Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

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Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Q: 2. Clockwise interior angles observed in a closed loop traverse is given below: A 83° 30' 251° 50' C…

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Q: Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

A: This question is from surveying Here a traverse is given and we are asked to find out the closing…

Q: Four interior angles of a five-sided polygon traverse A = 98°33'26",B = 111°04'37", C = 123°43'58",…

A: Given : Angle A, B, C and D are given correct angles of a closed traverse. Angle E is to be found…

Q: The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table…

A: Given survey table,

Q: The following interior angles of a triangle traverse were measured with the same precision. Angle…

A: Sum of interior angles or a triangle = 1800    Error = Correct value - measured value ..

Q: The observe interior angles of the triangle are A= 35°14'37'', B= 96°30'09'', and C= 48°15'05''.…

A: ∠ A= 35°14'37''∠ B= 96°30'09'' ∠C= 48°15'05''

Q: The observed interior angles of a closed traverse are as follows: A = 153°30’00’’, B = 58°20’00’’, C…

A: Given data, Observed interior angles A = 153°30'00" B = 58°20'00" C = 139°19'00" D = 78°21'20" E =…

Q: For the following traverse data, compute the estimated error in each angle if o, = ±3", o, = ±2", o,…

A: Given:- σr=±3"σp=±2"σt=σi=±0.005 ft To find:- does the traverse acceptable angular closures

Q: THREE-PONT PROBLEM. In the accompanying figure, triangulation etations A, B, and C are observed from…

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Q: Q1: The following data were collected while running a closed traverse ABCDA. Calculate the missing…

A: Given : Closed traverse ABCDA Missing Azimuth, northing, easting, length of sides are to be found…

Q: Q3: In the sample traverse figure below, calculate the angular error of closure, and balance the…

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Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Q: Compute the closure error in closed-polygon traverse if you know the relative precision (1/12000)…

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Q: Problem 2. A transit is set up at point B which is between A and B. The vertical angle observed…

A: Calculate the vertical difference in elevation between the line of sight (LOS) and A,    tan α =…

Q: A traverse has the following data: LINE LENGTH BEARING АВ 33.48 N 73°23' E BC 8.11 S 39°30' E CD…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.