Problem 5. The following are bearing taken on a closed compass traverse. Compute the interior angles and correct them for observational errors. Assuming the observed bearing of line AB to be correct, adjust the bearings of the remaining sides. Line Forward Bearing (F.B.) S 37°30' E S 43°15' W N 73° W N 12°45' E N 60° E AB BC CD DE EA Backward Bearing (B.B.) N 37°30' W N 44°15' E S 72°15' E S 13°15' W S 59⁰ W Corrected F.B. Corrected B.B.

Q: Find all the bearings and azimuth. Bearing EF is N90˚0'0"W

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Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

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Q: Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E…

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Q: Q2- In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR…

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Q: a) How many unknown displacements are in the displacement vector? b) How many the displacement…

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Q: 2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e)…

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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.