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: In trigonometric leveling from point A to point B, the slope distance and zenith angle measured at A…

A: The given data is shown below: Slope distance at A=7929.64 mZenith angle at A=88°42'50''Slope…

Q: Course AB of a five-sided traverse runs due east. From the given balanced interior angles to the…

A:

Q: 26. If a magnetic single shot survey results gave an inclination of 40 133W what is the true north…

A: Given:- inclination =40o Azimuth =N33W To find:- True north orientation when magnetic deflection is…

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

A: Given data,

Q: In trigonometric leveling from point A to point B, the slope distance and zenith angle measured at A…

A: gievn data,at point A , slope distance=7929.464mangle=88∘42'50''at point B, slope…

Q: Given: 110°26’48” 105°55’04” 113°15’34” 100°35’24” 109°47’20” misclosure = 10" correction = 2"…

A: Solution Interior angles: 110°26’48” 105°55’04” 113°15’34” 100°35’24” 109°47’20”  Sum of Interior…

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

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions posted need to be…

Q: List the procedures that are used for trigonometric leveling.

A: The process of leveling in which the elevation of point or the difference between points is measured…

Q: Given the following data of a close traverse, solve for the omitted measurements.

A: given angles and length can be found out by making sum of departure and lattitde is equal to 0…

Q: 19.What is the angular misclosure of a six-sided polygon traverse with observed angles of 85°09.22,…

A:

Q: Determine the Interior Angles, deflection angles, angles to the right and azimuth angle of the…

A: Data given: Asked: Interior Angles Deflection Angles Angles to the right Azimuth Angles

Q: Compute the linear misclosure, relative precision, and adjusted lengths and azimuths for the sides…

A:

Q: A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344…

A:

Q: In a given closed traverse the sum of the north latitudes exceeds the sum of the south latitudes by…

A: Latitude misclosure=2.49Departure misclosure=5.66

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

A:

Q: Check the traverse

A: Latitude is the projection of line in North-South direction and Departure is the projection of line…

Q: Problem Given in the accompanying tabulations are observed and calculated data for the closed…

A:

Q: Given the traverse sketch, determine the deflection angles (forward reading) for each traverse and…

A: Deflection angle= prolongation of previous line- forward line bearing  If it comes negative then it…

Q: The sum of the latitudes and departures of a simple closed polygon traverse with five (5) sides are…

A: Given data: Latitude=0.329 m Departure = 0.332 m The standard error of the traverse closure = ±…

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: What is the angular misclosure (closure of error) for the five-sided polygon traverse with observed…

A: Sum of interior angle of polygon is given by(n-2)×180soHere n=5(5-2)×180(3)×180=540°00'00''

Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: What is the angular misclosure for a five-sided polygon traverse with observed interior angles of…

A: The difference between the sum of angles of the given polygon and the theoretical sum of angles of…

Q: For a five sided closed traverse polygon, the sum of the interior angles is exactly 540 degrees. It…

A:

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

A: To find the closing error and adjust the angles

Q: Given: Traverse with omitted measurements. (a) Calculate the distance of line GA (b) Determine the…

A: Given: Traverse with omitted measurements. To find (a) Calculate the distance of line GA (b)…

Q: Question 5 1 Point Contours are also determined during compass surveying. A) True В False Question 6…

A: 5) correct option is (B) false  6) correct option is (A) 3 7) correct option is (A) true

Q: What is the angular misclosure for a five-sided polygon traverse with observed exterior angles of…

A:

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

A:

Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

A:

Q: *The following data were obtained from stadia survey: Line of axis 0 = +20°30' Upper reading =…

A:

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…

A:

Q: By adjusting the traverse using Compass Rule, 1. Find the latitude correction for line AB. A. 0.489…

A:

Q: 14. What is the angular misclosure of a five-sided polygon traverse with observed angles of…

A:

Q: For the following closed traverse find the Azimuth of Line ED in the closed traverse if angle X was…

A: Given :- For the closed traverse angles are given  Point Angle A 71°45'00'' B 147°57'00'' C…

Q: Balance the following interior angles (angles-to-the-right) of a five-sided closed traverse using…

A: Azimuth: The horizontal angles which are measured from the reference median in a clockwise direction…

Q: 4. The following interior angles of a triangular traverse were measured with the same precision.…

A: mpv is known as most probable value.mpv=∑ Angle×n∑ n

Q: Q3/The preliminary azimuths and observed lengths for the traverse ABCDEA are listed in the Table…

A: Required :- a) Compute the latitude and departures. b) Determine the linear error of closure and the…

Q: 3 The four-sided closed traverse shown in the figure below has the following interior angles and…

A: a. Perform a check for angular closure and if necessary, balance the angles by applying equal…

Q: 1. The result of a field survey of a closed traverse is shown in the figure. Check the traverse for…

A: AB: Angle=N 26o10'00" E Length=285.10 m BC: Angle=S 75o25'00" E Length=610.45 m CD: Angle=S…

Q: List the steps involved in making elementary traverse computations.

A: Traverse Surveying: It is a popular method of surveying in which a number of survey lines are…

Q: 3. When the measured angle in vertical plane using a total station (=zenith angle) is 16 24'45",…

A: Given data: Zenith angle = 16∘24'45"

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

A: Solution:- Error of closure: Line Bearing Distance l Latitude l×cosθ Departure l×sinθ AB…

Q: See Figure 6.23. The four-sided, closed traverse has the following angles and distances: A = 51°23'…

A:

Q: 3. DEFLECTION ANGLES TRAVERSE. Given the following traverse sketches: -N68 15'E N78 55'w $56°42'W…

A:

Q: Field measurements taken for a closed traverse are given below. Sketch the traverse and determine…

A:

Q: A closed traverse has the following omitted data. What is the Azimuth Sout CounterClockwise of EA if…

A: Given: To find: Bearing of EA in Azimuth south counter clockwise direction.

Q: A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE.…

A: Engineers use information such as lengths and angles between points and lines to determine how to…

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

A:

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.