Given the ff. deflection angles of a closed traverse. Assume bearing of line AB is S 40° E. Station Deflection Angles A 85°20’ L B 10°11’ R C 83°32’ L D 63°27’ L E 34°18’ L F 72°56’ L G 30°45’ L Compute the total error of the deflection angle. Compute the bearing of line DE. Compute the bearing of line GA.

Q: 7. Given the Azimuth J-K is 40° 44’ 00" and Angle K-J-P is 68° 48’ 38" clockwise. What is the…

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Q: In the Given Tabulation LINE BEARING LENGTH S04°22'40" W 1-2 48.19m 2-3 S75°14'00" 35.69 W…

A: A closed traverse is given with length and bearing. It has been asked to find Traverse diagram…

Q: The following Bearing taken on a closed compass. LINE FORWARD BEARING BACKWARD BEARING АВ S37°30'E…

A: Sketch of the closed traverse Find Interior angles ∠A = Forward bearing of AB + Back bearing of…

Q: From the open compass traverse shown, if the forward bearing of line AB is N 75°30' E, compute the:…

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Q: Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Station…

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Q: Compute the bearing angles of AB and BC for a given closed polygon. AB=N41°35'E BA=S41 35'W 8g°35…

A: The bearing angles for AB and BC are given as:  AB=N41°35'E. BC=N09°14'W. The whole circle bearings…

Q: Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine…

A: Here, latitude= Length x Cos(bearing) Departure= Length x sin(bearing) The following diagram shows…

Q: From the given data of a closed traverse. Lines Bearing N 15 18' E S 85°46' E S 18°30' W Distances…

A: Lattitude and Departure signs :  N-E : Both positive  S-E : Lattitude negative , Departure positive…

Q: 1. Compute the true bearing of line AB S 80°50’ E if the magnetic declination in the locality is…

A: The True Bearing of a line = Measured Bearing ±Magnetic Declination For Whole Circle Bearings…

Q: From the given data of a closed traverse, compute the bearing of line 3-4 DISTANCES 80m 50m LINE 1-2…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: 3.) In the accompanying sketch the bearing of line AB is N 62°33' E. Determine the bearing and the…

A: Consider the figure for determine the bearing and azimuth

Q: The azimuth of a five sided traverse are as follows: AB = 238°, BC = 19°, CD = 155°, DE = 61 and EA…

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Q: . Given the observed magnetic bearings (forward and backward) of a closed compass Faverse Observed…

A: A) Calculating the misclosure of the given transvers : Misclosure=∑BB-∑FB

Q: From the following traverse:   Calculate the corrected bearing of line DC.

A: To calculate The corrected Bearing of line DC.

Q: Convert the following angle from Degrees to DMS. 86.274°

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Q: 1. The following are the bearings taken on a closed compass traverse. Assuming that the observed…

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Q: An open traverse that runs from A to G has the following deflection angles: B = 52° 25' L; C = 50°…

A: The traverse is the process of calculating the direction and distance of the traverse line.…

Q: 1. The following are the bearings taken on a closed compass traverse. Assuming that the observed…

A: Given, Bearing of line AB is correct

Q: The measured interior angles of a closed loop traverse ABCDA are shown in the figure below. (a)…

A: The Azimuth is calculated from the corresponding north to the traverse line, but the bearing is…

Q: Problem 2. The interior angles of a five side traverse are as follows: A = 105°45' C = 87°52' The…

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Q: 1. Given a close traverse S 54°59'15" E 382.24' 276.52' A S 68°05'35" W 472.68 в a. Determine the…

A: To Determine a. Determine the adjusted distance for line BC b. Calculate the adjusted bearing for…

Q: 11. In a given closed traverse, the sum of the north latitudes exceeds the sum of the south…

A: Given data,  Sum of North latitude exceed by south = 2.49m Sum of west departures exceed by east=…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: 2. The lost ABCDEFGH is a closed traverse (clockwise) in the form of a regular octagon. If the…

A: according to bartleby policy I can answer first 4 questions only. please re-upload the remaining…

Q: An open traverse that runs from A to G has the following deflection angles : B = 52deg 25’ L ; C =…

A: Diagram

Q: 1. The following are the bearings taken on a closed compass traverse. Assuming that the observed…

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Q: Bearing for line EA and internal angles for the corners of the following traverse are given. Begin…

A: Determine the azimuths of lines. The bearing of the line EA is N68°39'39"E  The azimuth of the line…

Q: 2. Given the observed magnetic bearings (forward and backward) of a closed compass traverse Line…

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Q: Given: D₁ = 10°30'; D₂ = 10°; 1₁ = 15°; 1₂ = 16°; STA V = 00 + 876 STATION CENTRAL ANGLE PC-1 PC-PCC…

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Q: BEARING OF PC-V = N 60° E BEARING OF V-PT S 70° E DEGREE OF CURVE CO) STATION Ve 12 t 234.50 %3D

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Q: From the given traverse result: Lines Bearing Distance…

A: Closed traverse ABCDEA is given where bearing of line DE and EA is missing. It has been asking to…

Q: Given the following deflection angles of a closed traverse. Assume bearing of line AB is S 40° E.…

A: Given:- Bearing line AB = S 40° E Station Deflection Angles A 85°20’ L B 10°11’R C 83°32’ L D 63°27’…

Q: 2) The followings are bearings taken on a dosed compass traverse.Compute the interior angles and…

A: For solving these one can follow the steps  we have to convert the given bearing into a whole…

Q: 4. Given the following deflection angles of a closed traverse. Compute the bearing if the bearing of…

A: Azimuths are defined as horizontal angles measured from the reference in the direction of the clock.…

Q: 1) Using transit rule , adjust the closed traverse.Compute also the linear error of closure and the…

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Q: Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine…

A: calculate all the bearings of all three stations:

Q: A closed traverse has the following data: Line Distance (m) Bearing AB 895 S 70° 29′ E BC 315 S 26°…

A: Surveying, the initial step of beginning another structural designing venture, is a vital part of…

Q: How many slope deflection equations are created for a beam with 6 spans? 04 O 5 07

A: Slope deflection equations  Equation which comprise of slopes and deflections.  These equations are…

Q: Given the following deflection angles of a closed traverse. Assume bearing of line AB is S 40° E.…

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Q: 1. The following are the bearings taken on a closed compass traverse. Assuming that the observed…

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Q: 1. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W.  Compute…

A: To Determine 1. Deflection at point B. (I) 2. Azimuth of line AB

Q: Recorded Information for the Closed Traverse ABCD COURSE LENGTH* BEARING N 30° E N 60° E S 10° W N…

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Q: $67°24″E 8. Given the following sketch and tabulated data for a closed traverse in which the length…

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Q: 11. In a given closed traverse, the sum of the north latitudes exceeds the sum of the south…

A: As a question is belong to surveying From the given data in  question Latitude: Projection of line…

Q: From the open traverse ABCDE shown below, determine the following: 4 86°08' 43 20 A E B 50 12' 35°35…

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Q: Refer to the open traverse image below (G-H-I-J). Angle measurements are provided as shown in he…

A: To find deflection angle

Q: PRACTICE PROBLEM 1. The following are bearings taken on a closed compass traverse. Compute the…

A: As per internal angle method the sum of all the internal angle = (2n-4)×90o, where n = number of…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A: Calculation of interior angle as given as,…

Q: From the open traverse, determine the following: A. Deflection angle of line CD in deg-min B. If…

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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.