Fundamentals of Surveying problem: Problem 2.A parcel land has been surveyed in the field and the lengths and bearings of the various sides areshown.LineABBearingN 53 27' ES 66°54' ES 29°08' WN 52 00' Wa) Compute the error of closure for the traverse shown.b) What is the precision of linear measurement of this traverse?Distance59.82 m70.38 m76,62 m95.75 mBCCDDA

Solution:- Error of closure: Line Bearing Distance l Latitude l×cosθ Departure l×sinθ AB…

A parcel land has been surveyed in the field and the lengths and bearings of the various sides are shown. Bearing N 53 27' E S 66°54' E S 29°08' W N 52°00' W a) Compute the error of closure for the traverse shown. b) What is the precision of linear measurement of this traverse? Line Distance 59.82 m 70.38 m AB BC CD 76.62 m DA 95.75 m

A parcel land has been surveyed in the field and the lengths and bearings of the various sides are shown. Bearing N 53 27' E S 66°54' E S 29°08' W N 52°00' W a) Compute the error of closure for the traverse shown. b) What is the precision of linear measurement of this traverse? Line Distance 59.82 m 70.38 m AB BC CD 76.62 m DA 95.75 m

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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