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Concrete shells were successfully used to roof gymnasium and auditorium for each of three large high schools in Phoenix, Ariz; approach used in analysis and design of shells whose edge-beams extend above as well as below shell junction is described; comparisons are made between stresses of shell theory and beam method; effect of construction joints on normal shell stresses is discussed; use of rocker columns and adjustable formwork is described.
Concrete shells were successfully used to roof gymnasium and auditorium for each of three large high schools in Phoenix, Ariz; approach used in analysis and design of shells whose edge-beams extend above as well as below shell junction is described; comparisons are made between stresses of shell theory and beam method; effect of construction joints on normal shell stresses is discussed; use of rocker columns and adjustable formwork is described.
Post-tensioned shallow roof shells
Civ Eng (NY)
Riley, W.E. (author)
1964
3 pages
Article (Journal)
English
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