Category Archives: Design Issues
Post-Tensioning Institute – Sustainability Case Study
The following case study was created and distributed by the members of Post-Tensioning Institute. It details the advantages of using Post-Tensioned concrete reinforcement for buildings. The highlights include: Heights savings with Post-Tensioned Concrete in lieu of Structural Steel. Cost comparison between Post-Tensioning and … Continue reading
Material Properties of Post-Tension Strands
The following is a list of basic formulas for 270 ksi, 7-wire Prestressing steel strand (per ASTM-A416) used in Post-Tensioned concrete. _______________________________ Assume 0.5″ diameter strand has cross-sectional area of 0.153 sq.in. and weight of 0.525 lbs/ft. Assume 0.6″ diameter strand … Continue reading







