oint A is between points B and C. The distances of B and C from point A are p00 m and 2000 m, respectively. Measured from point A, the angle of elevation f point B is 18deg30', while that of point C is unknown. The difference in the levations of B and C is 44.4 m, with C being lower than B. Considering the ffects of curvature and refraction, the value of unknown angle is nearest to: D 6deg45' D 5deg20' D 8deg15 D 7deg30'

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Point A is between points B and C. The distances of B and C from point A are 1000 m and 2000 m, respectively. Measured from point A, the angle of elevation of point B is 18deg30’, while that of point C is unknown. The difference in the elevations of B and C is 44.4 m, with C being lower than B. Considering the effects of curvature and refraction, the value of unknown angle is nearest to:

Point A is between points Band C. The distances of B and C from point A are
1000 m and 2000 m, respectively. Measured from point A, the angle of elevation
of point B is 18deg30", while that of point C is unknown. The difference in the
elevations of B and C is 44.4 m, with C being lower than B. Considering the
effects of curvature and refraction, the value of unknown angle is nearest to:
6deg45'
5deg20'
8deg15'
7deg30'
Transcribed Image Text:Point A is between points Band C. The distances of B and C from point A are 1000 m and 2000 m, respectively. Measured from point A, the angle of elevation of point B is 18deg30", while that of point C is unknown. The difference in the elevations of B and C is 44.4 m, with C being lower than B. Considering the effects of curvature and refraction, the value of unknown angle is nearest to: 6deg45' 5deg20' 8deg15' 7deg30'
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