A Geodetic Engineer, in his haste, forgot to record the data of the closing line of his traverse, the field notes of which reflects the following record. Compute the following: Lines Distances (m) Bearings AB 668.15 N 58 ° 32' W BC 670.32 S 35° 10' W CD 610.68 DE 515.26 EA 448.50 N 70 ° 40' E ( Select] Bearing of line CD rounded to the nearest minute. [ Select ] Bearing of line DE rounded to the nearest minute.

A Geodetic Engineer, in his haste, forgot to record the data of the closing line of his traverse, the field notes of which reflects the following record. Compute the following: Lines Distances (m) Bearings AB 668.15 N 58 ° 32' W BC 670.32 S 35° 10' W CD 610.68 DE 515.26 EA 448.50 N 70 ° 40' E ( Select] Bearing of line CD rounded to the nearest minute. [ Select ] Bearing of line DE rounded to the nearest minute.

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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