(i) At a place (Latitude 35° N, Longitude 15° 30′ E), thefollowing observations were taken on a star:Observed angle between the R.M. and star = 36° 28' 18"(Clockiwise)R.A of the star10h 12m6.3⁹Declination of star20° 6' 48.4"19h 12™ 28.6⁹GMT of observationGST of GMM10h 12h 36.3⁹Calculate the true bearing of the refrence mark.

Here the observation have been taken for the hour angle of the Star to calculate the azimuth of the…

(i) At a place (Latitude 35° N, Longitude 15° 30' E), the following observations were taken on a star: Observed angle between the R.M. and star = 36° 28' 18" (Clockiwise) R.A of the star Declination of star GMT of observation 10h 12m 6.3⁹ 20° 6' 48.4" 19h 12 28.65 GST of GMM 10⁰ 12h 36.3⁹ Calculate the true bearing of the refrence mark.

(i) At a place (Latitude 35° N, Longitude 15° 30' E), the following observations were taken on a star: Observed angle between the R.M. and star = 36° 28' 18" (Clockiwise) R.A of the star Declination of star GMT of observation 10h 12m 6.3⁹ 20° 6' 48.4" 19h 12 28.65 GST of GMM 10⁰ 12h 36.3⁹ Calculate the true bearing of the refrence mark.

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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