Design Of Post Tensioned Slabs On Ground 3rd Edition Manualidades
FPA-SC-14-0 Comments on the Post-Tensioning Institute's 'Design of Post-Tensioned Slabs-on-Ground' 3rd Edition 28 Jun 06 Issued for Website Publication Foundation Performance Association - Structural Committee Page 2 of 48 PREFACE This document was written by the Structural Committee and has been peer reviewed by the.
Design Of Post Tensioned Slabs On Ground 3rd Edition Manualidades Video
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This standard is based upon “Design of Post-Tensioned Slabs- on-Ground”, 3rd Edition, Post-Tensioning Institute, Phoenix, Arizona, 2004 1 and the user is referred to that document and the commentary to this standard for background and inter- pretational information which clarify its application. The typical load combination for ultimate strength design is M u = 1.2 M DL + 1.6 M LL + 1.0 M sec At midspan: M u = 1.2 (172ft-k) + 1.6 (45ft-k) + 1.0 (10.5 ft-k) = 289 ft-k At support: M u = 1.2 (-240ft-k) + 1.6 (-64ft-k) + 1.0 (21 ft-k) = -370 ft-k TIME SAVING DESIGN AIDS Page 7 of 9 Two-Way Post-Tensioned Design.
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