Post Tensioning
Post Tensioning
(OP)
Dear All,
In post-tensioned concrete girder,where one end stressing is specified,is it also acceptable to stressed a certain number of strands from the other end opposite the rests?
In post-tensioned concrete girder,where one end stressing is specified,is it also acceptable to stressed a certain number of strands from the other end opposite the rests?






RE: Post Tensioning
And lastly, Why?
You could ask the designer!!!!!!!!!!!!!!
RE: Post Tensioning
I'd put it a little stronger than that.
If you want to change a specified construction procedure, then you must ask the designer.
Even if you think it's trivial or obviously OK, just ask.
Doug Jenkins
Interactive Design Services
http://newtonexcelbach.wordpress.com/