1. Calculate the Easting, Northing, and Elevation of the following topographic survey. Assume your setup is at 1000 N and 1000 E. Horizontal Elevation Point Azimuth Elevation Distance Difference BM1 1.2 962 1 115 201 -2.8 2 89 148 1.6 3 40 12 -1.8 4 159 91 -8.4

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

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Q: Find the elevation of all the stations, determine the misclosure, and adjust the elevations in the…

A: Bench Mark : Bench Mark is a point of reference that is used as the basis for measuring the…

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

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Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

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Q: Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b)…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: 563 322 303.6

A: Given that:

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

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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.