Problem 4 From the closed traverse data shown. (Note: In the computation of latitude, departure, corrections, and adjusted lengths, round off all the values to three decimal places). Line Azimuth (fr. S) Distance (ft) А - В В -С 306°42'00" 560.27 222°00'00" 484.18 C-D 107°13'00" 375.42 D-E 143°33'00" 311.44 E-A 30°39'00" 449.83 a. Determine the latitude correction to be applied for course CD using Compass Rule in ft. b. Determine the adjusted length of the line CD using Compass Rule in ft. c. Determine the adjusted azimuth (from North) of line CD using Compass Rule in deg-min-sec. d. Determine the linear error of closure in ft.

Problem 4 From the closed traverse data shown. (Note: In the computation of latitude, departure, corrections, and adjusted lengths, round off all the values to three decimal places). Line Azimuth (fr. S) Distance (ft) А - В В -С 306°42'00" 560.27 222°00'00" 484.18 C-D 107°13'00" 375.42 D-E 143°33'00" 311.44 E-A 30°39'00" 449.83 a. Determine the latitude correction to be applied for course CD using Compass Rule in ft. b. Determine the adjusted length of the line CD using Compass Rule in ft. c. Determine the adjusted azimuth (from North) of line CD using Compass Rule in deg-min-sec. d. Determine the linear error of closure in ft.

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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