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Post-tensioned cast-in-place multistory building frame
Use of post-tensioned construction is described for cast-in-place multistory building frame; design of typical floor girder 27 in. deep spanning 64 ft is given; flexibility of concrete shear walls is discussed and resulting loading on transverse and exterior longitudinal frames is described; construction procedures and special operations are reviewed.
Post-tensioned cast-in-place multistory building frame
Use of post-tensioned construction is described for cast-in-place multistory building frame; design of typical floor girder 27 in. deep spanning 64 ft is given; flexibility of concrete shear walls is discussed and resulting loading on transverse and exterior longitudinal frames is described; construction procedures and special operations are reviewed.
Post-tensioned cast-in-place multistory building frame
Am Concrete Inst -- J
Riley, W.E. (author)
1966
17 pages
Article (Journal)
English
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