The observed bearings of a traverse are given below. Line Bearing PQ 46° 15' QR 108° 15' 201° 30' ST 321° 45' RS Line Bearing QP 226° 15' RQ 286° 15' SR 20° 30' TS 141° 45' The station(s) most likely to be affected by the local attraction

Q: c) The following table gives the corrected latitudes and departures (in meters) of the sides of…

A: Using the DMD method and calculating the area of closed traverse PQRS:

Q: 6-12. What is the angular misclosure of the closed traverse below? Ans.: A (a.) (b.) (C.) (d.) B85°…

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Q: Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured…

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Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Q: Compute the bearings of all lines for a closed traverse ABCDEFGHA that has the following balanced…

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

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Q: Line Length(m) Azimuth DA 500 2100 DC 2000 450 СВ 1000 270° АВ ? ?

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Q: Given the following data for a closed traverse in which the length of sides BC and CD are unknown.…

A: Tabulate the length and bearings.SideLength…