An EDM slope distance AB is determined to be 561.276 m. The EDM instrument is 1.820 m above station A, and the prism is 1.986 m above station B. The EDM in- strument is mounted on a theodolite whose optical center is 1.720 m above the sta- tion. The theodolite was used to measure the vertical angle (+6°21'38') to a target on the prism pole; the target is 1.810 m above station B. Compute both the horizon- tal distance AB and the elevation of station B if the elevation of station A = 186.275 m.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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An EDM slope distance AB is determined to be 561.276 m. The EDM instrument is
1.820 m above station A, and the prism is 1.986 m above station B. The EDM in-
strument is mounted on a theodolite whose optical center is 1.720 m above the sta-
tion. The theodolite was used to measure the vertical angle (+6°21'38') to a target
on the prism pole; the target is 1.810 m above station B. Compute both the horizon-
tal distance AB and the elevation of station B if the elevation of station
A = 186.275 m.
Transcribed Image Text:An EDM slope distance AB is determined to be 561.276 m. The EDM instrument is 1.820 m above station A, and the prism is 1.986 m above station B. The EDM in- strument is mounted on a theodolite whose optical center is 1.720 m above the sta- tion. The theodolite was used to measure the vertical angle (+6°21'38') to a target on the prism pole; the target is 1.810 m above station B. Compute both the horizon- tal distance AB and the elevation of station B if the elevation of station A = 186.275 m.
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