A leveling staff setup on point R of elevation (-8.79 m), is observed from point A ,where the three staff reading are (-0.69,- 2.52,-4.35 )m with zenith reading (100° 32'). Then the staff moved to point F where the three staff reading are (-0.53, -2.21, -3.90 )m with zenith reading 270° 00' Compute the horizontal distance R F, and reduced level of point F. Note: The device used was modern.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A leveling staff setup on point R of elevation (-8.79 m), is observed from point A
,where the three staff reading are (-0.69,- 2.52,-4.35 )m with zenith reading (100° 32').
Then the staff moved to point F where the three staff reading are (-0.53, -2.21, -3.90 )m
with zenith reading 270° 00' .Compute the horizontal distance R F, and reduced level of
point F. Note: The device used was modern.
Transcribed Image Text:A leveling staff setup on point R of elevation (-8.79 m), is observed from point A ,where the three staff reading are (-0.69,- 2.52,-4.35 )m with zenith reading (100° 32'). Then the staff moved to point F where the three staff reading are (-0.53, -2.21, -3.90 )m with zenith reading 270° 00' .Compute the horizontal distance R F, and reduced level of point F. Note: The device used was modern.
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