Question 8 A survey is performed on a closed traverse as shown in the Figure below. Assume line AB has a bearing of "True East". Calculate the azimuths on each course. (all the interior angles are left angles). E 70°33'20" A 38°16'45" F 127°37'10" B 119°3'25" C D 99°36'56"

Q: Given the balanced Azimuths for the 4 sided traverse below, calculate the new internal angles.…

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Q: Question 6 Lay out the traverse for the following. Does it close? What is the angular error? Station…

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Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: Solution Since two bearings are missing, join stations D and F to form a closed traverse Find the…

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

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: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

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

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

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Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b)…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop…

A: Easting of point A = 2500 Northing of point A = 3000 Required : 1- The correct coordinates of all…

Q: Answer fast.

A: Approach to solving the question: To calculate the azimuths for each segment, we will follow these…

Q: Length (m) Internal Correction Corrected angle Station Int. angle 17.098 130 18'45" | 102.925…

A: Interior included angle = Back bearing of the preceding line - fore bearing of succeeding line…

Q: Given the following tabulated data for a closed traverse, determine the bearings of CD and EA.

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