Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the lincar error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B.C.D, and E Cocrdinates (m) Observations Further information MEASURED ANGLE (interior, left to side right| 101' 24' 00" (CBAE) DISTANCE Station E N (m) () AZIMUTH A 1000 1000 AB 4015.8 Due East B | 149 13' 00" BC 3822.0 80° 58' 30" CD 3682.8 D 116 19' 00" DE 5790.3 92 04' 30" EA 3501.0

Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the lincar error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B.C.D, and E Cocrdinates (m) Observations Further information MEASURED ANGLE (interior, left to side right| 101' 24' 00" (CBAE) DISTANCE Station E N (m) () AZIMUTH A 1000 1000 AB 4015.8 Due East B | 149 13' 00" BC 3822.0 80° 58' 30" CD 3682.8 D 116 19' 00" DE 5790.3 92 04' 30" EA 3501.0

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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