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Analysis by computer -- Prestressed concrete sections in flexure
It is shown how digital computer may be used to analyze number of concrete sections from which designer is able to choose that one which satisfies specified extreme fiber stress requirements; each analysis is made so that condition of no tension in bottom fiber under dead plus live load and final prestress is automatically satisfied; program is written specifically for single stage stressing of pre-cast web with cast-in situ deck; analysis of girder with no deck may be accomplished by assigning zero values to deck properties.
Analysis by computer -- Prestressed concrete sections in flexure
It is shown how digital computer may be used to analyze number of concrete sections from which designer is able to choose that one which satisfies specified extreme fiber stress requirements; each analysis is made so that condition of no tension in bottom fiber under dead plus live load and final prestress is automatically satisfied; program is written specifically for single stage stressing of pre-cast web with cast-in situ deck; analysis of girder with no deck may be accomplished by assigning zero values to deck properties.
Analysis by computer -- Prestressed concrete sections in flexure
Queensland. Univ -- Dept Civ Eng -- Bul
Meek, J.L. (Autor:in)
1964
11 pages
Aufsatz (Zeitschrift)
Englisch
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