A parcel of land (LOT 4388-Y of the subdivision plan, PSD-07-073208 being a portion of LOT 4388 Talisay - Minglanilla Estate),situated in the Barangay of Upper Linao, Municipality of Minglanilla, Province of Cebu, Island of Cebu was surveyed by GeodeticEngr. Chrisna U. Abellana is bounded by corners 1 thence N 02°30' E, 384.88 M to point 2, thence N 64°15' W, 522.50 M to point 3,thence S 28°45' W, 694.75 M to point 4, thence S 45°15' E, 420.00 M to point 5, thence N 35°30' E, 405.25 M to point 6, thence S85°45' E, 250 M to point 1. Compute the Adjusted distance and Bearing using Transit. Tabulate adjusted values accordingly andSketch the adjusted traverse on a convenient scale.

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Answered: Compute the Adjusted distance and…

Engineering

Civil Engineering

Compute the Adjusted distance and Bearing using Transit. Tabulate adjusted values accordingly and on a convenient scale

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

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.

Question

A parcel of land (LOT 4388-Y of the subdivision plan, PSD-07-073208 being a portion of LOT 4388 Talisay - Minglanilla Estate),
situated in the Barangay of Upper Linao, Municipality of Minglanilla, Province of Cebu, Island of Cebu was surveyed by Geodetic
Engr. Chrisna U. Abellana is bounded by corners 1 thence N 02°30' E, 384.88 M to point 2, thence N 64°15' W, 522.50 M to point 3,
thence S 28°45' W, 694.75 M to point 4, thence S 45°15' E, 420.00 M to point 5, thence N 35°30' E, 405.25 M to point 6, thence S
85°45' E, 250 M to point 1. Compute the Adjusted distance and Bearing using Transit. Tabulate adjusted values accordingly and
Sketch the adjusted traverse on a convenient scale.

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COMPLETE SOLUTION
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Note: Don't copy from Google or other websites. Besides the NODAL method of axial force determination, which other two methods are used for these determinations?