Differential Leveling correct BS rod reading and correct FS rod reading for curvature and refraction before computing HI and elevation of TP1 BM A elevation = 361.38' BS (plus) rod reading = 8.65' Horizontal distance to BS rod from instrument = 1,700.57' FS (minus) rod reading = 4.58' Horizontal distance to FS rod from instrument = 1,154.57' What is the elevation of TP1?
Differential Leveling correct BS rod reading and correct FS rod reading for curvature and refraction before computing HI and elevation of TP1 BM A elevation = 361.38' BS (plus) rod reading = 8.65' Horizontal distance to BS rod from instrument = 1,700.57' FS (minus) rod reading = 4.58' Horizontal distance to FS rod from instrument = 1,154.57' What is the elevation of TP1?
Chapter2: Loads On Structures
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
Transcribed Image Text:Differential Leveling
correct BS rod reading and correct FS rod reading for curvature and refraction
before computing HI and elevation of TP1
BM A elevation = 361.38'
BS (plus) rod reading = 8.65'
Horizontal distance to BS rod from instrument = 1,700.57'
FS (minus) rod reading = 4.58'
Horizontal distance to FS rod from instrument = 1,154.57'
What is the elevation of TP1?
Round answer to 2nd decimal place
example answer 975.25
don't enter units.
Your Answer:
Answer
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