From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (rn) АВ Due North 400.00 N 45° E S 60° E S 20° W S 86°59' W BC 800.00 CD 700.00 DE 600.00 EA 966.34 a) Compute the correction of latitude on line CD using transit rule. b) Compute the adjusted distance of line EA using transit rule. C) Compute the adjusted bearing of line CD using compass rule.

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

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Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Bearing and Length of Lines of a Traverse QRSTQ is given. Coordinate of origin station Q = ( 0,0 )…

Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

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

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

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.