fundamentals of surveying. ANGLE TO THE RIGHT TRAVERSE. A five-sided closed traverse proceeds in a clockwise direction and the angle to the right at each station were observed as follows: A = 270° 45’, B = 268° 43’, C = 203° 22’, D = 256° 20’, and E = 260° 25’. Determine the error in the sum of the angles. Adjust the angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and adjusted values accordingly.

Q: A distance AB is observed repeatedly using the same equipment and procedure, and the results in…

A: computation of most probable value in 4 and 5 part  since most probable length is that length of…

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

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Q: 1) Compare and contrast: a. Differential leveling and trigonometric leveling b. Trunnion axis and…

A: Compare and contrast A.  Differential leveling is used to find out the elevation between 2 points…

Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

Q: The length and bearing of a closed traverse taken with the help of theodolite are as follows. Length…

A: Given data in question  Closed traverse Length  Bearings in reduced form To find out  Closing error…

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: C In surveying, a traverse is the measurement of a polygonal region, made in a series of legs, or…

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Q: In a traverse, the latitudes and departures were observed to be: Σ latitude 1.45 m Σ departure =…

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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: Just draw the figure, if possible

A: Given data in question  Forward bearing  Back bearing Line Closed traverse To find out  Draw diagram…

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

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Q: Given the data below, solve for the required unknowns. 1. Solve for the elevation at BM2 Station BS…

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Q: Problem: Given in the tabulation are the measured length of each course and deflection angles of a…

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

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Q: Surveying Question: A three sided closed traverse returns to the same point. The details of the…

A: Measured values of exterior angles of closed triangular traverse are given

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

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

A: Given survey table,

Q: LINE LENGTH BEARING AB 256.25 N 36°15' E BC 365.21 S 63°50' E CD 125.21 S 50°05' E DE 221.54 N…

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

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Q: Fundamentals of Surveying: Please show your solution. The backsight reading on a point is 9.35 m…

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Q: Among the types of leveling, what seems to be the most essential and why?

A: Given  There are different types of levelling listed in the question such as Differential levelling…

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

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Q: For the given data of a transit-tape survey. Show all computations. 1. Determine the latitudes and…

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Q: exceeded? b. How accurately should each 30.000 m distance have be measured so that the estimated…

A: Theodolites are essentially the most precise tools for measuring the horizontal and vertical angles…

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

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Q: Compute the closure error in closed-polygon traverse if you know the relative precision (1/15000)…

A: Surveying a branch of the construction industry where balancing between different points on the…

Q: 3 TP 66.204 m 61°9'56" 88°46'50"4 137°478" 71°0'2" 50.851 m 60°31'57" 1 53.299 m 107°18'25"- 5 S18°…

A: The formulas for calculation: Azimuth of TP=Azimuth TP1+180d+extirior angle at 1Azimuth of…

Q: Problem: Trigonometric leveling (base of object is accessible) In order to determine the quantity of…

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Q: Given the following data in a sample D = 5°, Sta PC = 1+234.56. Azimuth of the back and forward…

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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.