Using a 1 second theodolite the following clockwise angles were measured in a closedtraverse. What is the angular closing error and is this acceptable?163° 27' 36": 324° 18' 22": 62° 39' 27": 330° 19' 18";181° 09' 15"; 305° 58' 16"; 188° 02' 03"; 2920 53' 02"131° 12' 50".If you know a constant of allowable misclosure is 2.5, for theseexterioral clockwise angles.

The given data is: The traverse angle is given as: 163 27' 36" 3240 18' 22" 620 39' 27" 330 19' 18"…

Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What is the angular closing error and is this acceptable? 62° 39' 27"; 330° 19' 18"; 163° 27' 36"; 324° 18' 22"; 181° 09' 15"; 305° 58' 16"; 188° 02' 03": 292° 53' 02" 131° 12' 50".

Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What is the angular closing error and is this acceptable? 62° 39' 27"; 330° 19' 18"; 163° 27' 36"; 324° 18' 22"; 181° 09' 15"; 305° 58' 16"; 188° 02' 03": 292° 53' 02" 131° 12' 50".

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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