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Use of load factors in ultimate design is compared to elastic theory and allowable stress method; variables affecting load factor of bridge sections analyzed, indicating wide divergence when designed on basis of no tension in concrete; significance of load distribution, load repetition, and meaning of yield point and usable strengths.
Use of load factors in ultimate design is compared to elastic theory and allowable stress method; variables affecting load factor of bridge sections analyzed, indicating wide divergence when designed on basis of no tension in concrete; significance of load distribution, load repetition, and meaning of yield point and usable strengths.
Load factors for prestressed concrete bridges
Am Soc Civ Engrs -- Proc (J Structural Div)
Lin, T.Y. (author)
1957
18 pages
Article (Journal)
English
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