Re: OT rebar vs post tension

Posted by ChrisH(IA) on March 07, 2005 at 13:37:31 from (63.190.1.6):

In Reply to: OT rebar vs post tension posted by Jerry C on March 07, 2005 at 06:15:22:

The post tension slabs I've worked on were for commercial buildings that were open under the slabs--fewer support columns-more open area. Even those had a lot of re-rod in them, so I'm not sure how it can be "versus". Is the slab poured in place, as a high rise building would be? If it isn't open underneath, I see no point in the added expense (cables)and labor (post tension hydraulics) necessary to do this. ChrisH(IA) (formerly from El Reno)

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