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Below is a transit and tape survey notes of a lot. 1.) Compute the angular error of deflection angle. 2.) Compute the linear error of closure of the traverse. 3.) Compute the area in square meters. Deflection Station Angle Line Bearing Distance 1 55°30' R 1-2 10°00' E 650 99 30' R 2-3 895 3 44°00' R 3-4 315 4 92°00' R 4-5 875 68 55' R 5-1 410 2]

Below is a transit and tape survey notes of a lot. 1.) Compute the angular error of deflection angle. 2.) Compute the linear error of closure of the traverse. 3.) Compute the area in square meters. Deflection Station Angle Line Bearing Distance 1 55°30' R 1-2 10°00' E 650 99 30' R 2-3 895 3 44°00' R 3-4 315 4 92°00' R 4-5 875 68 55' R 5-1 410 2]

Structural Analysis
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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Below is a transit and tape survey notes of a lot. 1.) Compute the angular error of deflection angle. 2.) Compute the linear error of closure of the traverse. 3.) Compute the area in square meters. Deflection Station Angle Line Bearing Distance 650 10'00, Ε 55°30' R 1-2 99°30' R 2-3 895 3 44°00' R 3-4 315 4 92°00' R 4-5 875 68°55' R 410 1. 1, 2.
Transcribed Image Text:Below is a transit and tape survey notes of a lot. 1.) Compute the angular error of deflection angle. 2.) Compute the linear error of closure of the traverse. 3.) Compute the area in square meters. Deflection Station Angle Line Bearing Distance 650 10'00, Ε 55°30' R 1-2 99°30' R 2-3 895 3 44°00' R 3-4 315 4 92°00' R 4-5 875 68°55' R 410 1. 1, 2.
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