1 Given the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA. A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.)

Q: The observed lengths of the sides (in feet) of a five- sided closed polygon traverse are as follows:…

A: The lengths and bearings of a five sided closed traverse are given asCourseLength…

Q: 4. During the survey of four sided polygon, closed traverse has the following dată ! Side AB =…

A: Note- a} Point Angle A 51o13' B 105o39' C 78o11' D 124o47' Sum 359o50'0''

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A: The data for the closed-polygon traverse ABCDEA is given CourseAzimuthLength (m)Interior…

Q: 19. Adjust the Close Traverse shown belo Azimuth (from Course Length, m North) AB 493.01 4°02' BC…

A:

Q: 2. Adjust the angles to substitute for the misclosure. misclosure #of angles) Misclosure correction…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

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Q: he error in latitude.

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Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

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Q: Determine the Azimuth ED reckoned from North in Clockwise Direction. Note that the clockwise…

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Q: if the traverse will be adjusted using compass rule, determine the adjusted angle of course BC

A: To Determine Adjusted length of course BC.

Q: Find all the bearings and azimuths of the close traverse with the interior angles given, no…

A: The objective of the problem is to determine all the bearings and azimuths of a closed traverse…

Q: 4. An interior angle traverse as shown below was completed. Azimuth Aac = 90°. Find the azimuth of…

A: The bearing of the line is always below the angle of 90 degree that is calculate corresponding to…

Q: Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

A:

Q: N88 28' 24"E A B 258.182 M A traverse from A to H is shown from the S87' 33' 16"E figure below.…

A: (a) Adjust the traverse by compass rule Latitude = L cos θ Departure = L Sin θ Lines Distance…

Q: Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles…

A: Given :

Q: Compute the preliminary azimuths. The data in the table below is for a closed-polygon traverse. (m)…

A:

Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

A:

Q: hs of the sides (in feet) of a five-sided closed polygon ws: = 283.37, CD = 497.87, DE 321.33, and…

A:

Q: 300 mm PDL = 15 kN/m , PLL = 5 kN/m 2 - 16mm 4m 5m 3m 450 mm fel - 20 Z MPa 4 - 25mm

A: Note:- As per guidelines we are allowed to solve first three supports in case of multiple sub-parts…

Q: Balance the traverse by compass rule. b) Calculate the coordinates of each station.

A: Lattitud and departure signs . N- E: Both positive S-E : Lattitude negative , Departure positive S-W…

Q: Course Bearing Distance (m) АВ 55.7 BC 27.3 CD N86°E S5°E 35.2 DE 35 EA S72° W 68.2

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Q: SITUATION. A close traverse has error of closure of +0.68 in latitude, and +0.42 in departure.…

A:

Q: The data in the table below is for a closed-polygon traverse. 456.615 Course Azimuth Length (m)…

A: AdjustedDepartureDA=D−ΣD×lΣl;AdjustedLatitudeLA=L−ΣL×lΣlD, L = Unadjusted Departure, Unadjusted…

Q: Find all the bearings and azimuths of the close traverse.

A: A closed traverse is given belowNeed to find all the bearings and azimuths of the close traverse

Q: 3. Compute azimuths of all lines for a closed traverse ABCDA that has the following balanced angles…

A: Data given ∠DAB = 1080 21' 58'' ∠ABC = 780 20' 28'' ∠BCD = 920 10' 32'' ∠CDA = 810 07' 02'' Azimuth…

Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

A: We have to determine the value of corrected interior angle of B aa per the given data like azimuth…

Q: if the traverse will be adjusted using compass rule, determine the adjusted distance of course BC

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Q: Determine the graph and conversion of the following angles. 1. Convert the following azimuth…

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Q: (30° (55 92° 28°

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Q: An interior angle traverse with 4-sides was performed. The interior angles in a traverse are given…

A: As interior angle is given,  Need to find bearing of each line of traverse. Concept of same angle in…

Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

A: Azimuth of AB =N 45°23'EAzimuth of BC =S 34°40'EAzimuth of CA =N79°50'W

Q: The interior angle of a five sided closed traverse were measured as follows: A = 85°11', B = 68°30',…

A:

Q: Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4…

A: To determine the omitted measurements.   Given closed traverse, Line Distance (m) Azimuth (from…

Q: b) Given below is a 5 sided traverse connecting points A-E in a closed polygon, the known and all…

A: ##Calculation for Adjustment of Interior angle of Traverse and CALCULATIONS For Azimuth of traverse…

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A: The data for the closed-polygon traverse ABCDEA is given We need to determine : c) The unadjusted…

Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

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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

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.