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Tests on 120-ft-span prestressed concrete beam
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.
Tests on 120-ft-span prestressed concrete beam
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.
Tests on 120-ft-span prestressed concrete beam
ASCE -- Proc (J Structural Div)
Base, G.D. (author) / Rowe, R.E. (author)
1960
26 pages
Article (Journal)
English
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