
Sequential Stressing and Elastic Losses
In a previous post, I discussed the sources of short- and long-term losses in unbonded post-tension tendons. Recently, a question
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In a previous post, I discussed the sources of short- and long-term losses in unbonded post-tension tendons. Recently, a question
At this point, I think it’s fair to say that I’m a proponent of post-tensioned structures. I’ve found that they
The structural department recently designed and observed the construction of a post tension slab-on-grade foundation that incorporated a hydronic radiant
There are several factors that come into play when designing an elevated concrete slab. Obviously, the ability to support the
I’ve written a great deal in the last couple of years regarding design considerations for post-tension slabs, as well as
Last week, I wrote a post about ways post-tensioners protect tendons from corrosion. As part of that article, I mentioned
A couple of weeks ago, I visited a site where they were laying out their first post-tension elevated deck pour.
The post tension slab foundations are looking great at The Villas at Park West. EVstudio was hired by C and
I’ve been questioned several times about adequate rib width for post tension slabs. For most people it makes perfect sense
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