Treat on a 120-ft-Span Prestressed Concrete Beamby G.D. Base,
Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 9, Pg. 1-28
Document Type: Journal Paper
Tests to destruction of 120-ft-span prestressed concrete beam similar to beams to be used in 4-span overpass at Chiswick, Great Britain; at ultimate load beam failed by crushing of concrete in top flange at deflection of 20 in.; calculated ultimate load was 6% less than actual failing load; assumptions for ultimate load calculations were vindicated.
Subject Headings: Concrete beams | Prestressing | Prestressed concrete | Load tests | Failure loads | Ultimate loads | Overpasses and underpasses | Flanges
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