An inverse method of leveling is executed between two existing concrete structures and across a concrete wall located midway between the two structures. All rod readings, as indicated in the accompanying sketch, were taken with rod held upside down. If the elevation of A (bottom of the concrete beam of the first structure) is 240. 05m, calculate the elevation of the bottom of the concrete beam of the second structure (indicated as C). Conc. Wall Bottom Line- of Concrete Beam (Elev Unknown) Bottom Line of Concrete Beam (Elev 240.05 m) Leveling Rod Leveling Rod Leveling Rod Leveling Rod 2.05m (BS) 2.87m (FS) 2.75m (BS) 2.30m (FS) L-

An inverse method of leveling is executed between two existing concrete structures and across a concrete wall located midway between the two structures. All rod readings, as indicated in the accompanying sketch, were taken with rod held upside down. If the elevation of A (bottom of the concrete beam of the first structure) is 240. 05m, calculate the elevation of the bottom of the concrete beam of the second structure (indicated as C). Conc. Wall Bottom Line- of Concrete Beam (Elev Unknown) Bottom Line of Concrete Beam (Elev 240.05 m) Leveling Rod Leveling Rod Leveling Rod Leveling Rod 2.05m (BS) 2.87m (FS) 2.75m (BS) 2.30m (FS) L-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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