1.Given the following technical description of approved surveys and their correspondingcoordinates.PSU-187 773CoordinatesLINEBearingDistance (m)Northing1000.00Easting1000.00ABN 76° 18' E733BCN 23° 20' W598CDS 61° 35' W415DEN 57° W511EFS 32° 45' W395FAS48° 23' E708a. Determine the linear error of closure and its bearing.b.Determine the adjusted distance of each line.c. Determine the area of the closed traverse PSU - 187 773.

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Given the following technical description of approved surveys and their corresponding coordinates. PSU-187 773 Coordinates LINE Bearing Distance (m) Northing Easting 1000.00 AB N 76° 18' E 733 1000.00 BC N 23° 20' W 598 CD $ 61° 35' W 415 DE N 57° W 511 EF $ 32° 45' W 395 FA S 48' 23' E 708 a. Determine the linear error of closure and its bearing. b.Determine the adjusted distance of each line. c.Determine the area of the closed traverse PSU - 187 773.

Given the following technical description of approved surveys and their corresponding coordinates. PSU-187 773 Coordinates LINE Bearing Distance (m) Northing Easting 1000.00 AB N 76° 18' E 733 1000.00 BC N 23° 20' W 598 CD $ 61° 35' W 415 DE N 57° W 511 EF $ 32° 45' W 395 FA S 48' 23' E 708 a. Determine the linear error of closure and its bearing. b.Determine the adjusted distance of each line. c.Determine the area of the closed traverse PSU - 187 773.

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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