In reciprocal leveling across a deep ravine the following sets of rod readings were taken: Instrument set-up near A : BS on A = 1.719m, FS on B = 2.578m Instrument set-up near B : BS on A = 1.335m, FS on B = 2.176m Point A has a known elevation of 197.428m. Determine the elevation of point B.
In reciprocal leveling across a deep ravine the following sets of rod readings were taken: Instrument set-up near A : BS on A = 1.719m, FS on B = 2.578m Instrument set-up near B : BS on A = 1.335m, FS on B = 2.176m Point A has a known elevation of 197.428m. Determine the elevation of point B.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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- In reciprocal leveling across a deep ravine the following sets of rod readings were taken:
Instrument set-up near A : BS on A = 1.719m, FS on B = 2.578m
Instrument set-up near B : BS on A = 1.335m, FS on B = 2.176m
Point A has a known elevation of 197.428m. Determine the elevation of point B.
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