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 sketch, were taken with the rod held upside down. From the data portrayed, if the elevation of A (bottom of the concrete beam of the first structure) is 240.05 m., the elevation of the bottom of the concrete beam of the second structure (indicated as C) should be

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Chapter9: Composite Construction
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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 sketch, were taken with the rod held upside down. From the data portrayed, if the elevation of A (bottom of the concrete beam of the first structure) is 240.05 m., the elevation of the bottom of the concrete beam of the second structure (indicated as C) should be

* UMOD anTedr
Conc. Wall-
Bottom Line
of Concrete Beam
(Elev = 240.05 m)
Bottom Line
of Concrete Beam
(Elov Unknown)
-Leveling
Rod
Leveling
Rod
Leveling-
Rod
Leveling-
Rod
2,05 m
(BS)
2.87m
(FS)
2.75 m
(BS)
2.30 m
(FS)
L-r
Transcribed Image Text:* UMOD anTedr Conc. Wall- Bottom Line of Concrete Beam (Elev = 240.05 m) Bottom Line of Concrete Beam (Elov Unknown) -Leveling Rod Leveling Rod Leveling- Rod Leveling- Rod 2,05 m (BS) 2.87m (FS) 2.75 m (BS) 2.30 m (FS) L-r
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