7. Solve the following AZIMUTH computations, for this figure: AZ=172301 AB= CD= BA= DC= E 101°28' 118° 34' 102°11' 113°05' BC DE== CB= ED 104°42' C staaten d

Q: A survey of a closed traverse ABC shows the following latitudes and departures: Line BC latitude 0…

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Q: A closed traverse has the following dat LINE BEARING DISTANCE A-В S 15 36' W 24.22 B-C S 69° 11' W…

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Q: The following three angles A, B and C were observed from a station P: ZA = 83° 15' 12" 4" 126° 13'…

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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: The interior angles of a hexagon were observed and recorded as follows: A=122º31’”, B=123º26’17”,…

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Q: 2. What are the radian and degree-minute-second equivalents for the following angles given in grads:…

A: Given angles are :  (a) 136.000 grads (b) 115.089 grads  (c) 363.809 grads   To Determine :  The…

Q: 8. In the accompanying figure, determine the azimuth from south of lines BC, CD, DE, and EF if the…

A: To find :- Azimuth of lines BC,CD,DE & EF from North.

Q: 4. Find the bearing of line DE and the length of line EA of the closed traverse given the following…

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Q: The following data were collected while running a closed traverse ABCDA. Calculate the unknown…

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Q: Find the angle CBD

A: Solution : Consider ∠CBD=α∠BDA=β∠BDC=r

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.