From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (m) АВ Due North 400.00 800,00 N 45° E S 60° E S 20° W S 86°59' W BC CD 700.00 DE 600.00 EA 966.34 a) Compute the linear error of closure. b) Compute the relative error or precision.

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 data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: Summation of Dep = -0.007 ftSummation of Lat = 0.087 ft

Q: A closed traverse has the ff. data: Lines Bearing S 70° 29' E S 26° 28' E S 65° 33' W N 45° 31 W N…

A: The area of the closed traverse can be determined by the following method: a) Coordinate method b)…

Q: Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the…

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Q: X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A…

A: Given:

Q: Calculate the area of the traverse by DPD method

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Q: SITUATION 2: For a closed traverse, the data are as follows: Course Вearing S 18° 5' W S 8° 51' E…

A:

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.