I want to design post tension beam and slab.
It seem that RSA 2011 does not have anything for them.
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I want to design post tension beam and slab.
It seem that RSA 2011 does not have anything for them.
Yes, try to look Adapt or Safe by CSI.
Yes you can, but this is basically a hand-crafted approach.
You can use the tension-only cable elements and employ compatibility nodes to fit the tendons into structural shells.
You will encounter a huge amount of toil, sweat and tears though, because of certain peculiarities of Robot (like FE stickyness) and because, well, Autodesk is disinterested with Robot to the point where it doesn't know where their own forum for Robot is: http://twitter.com/#!/autodesk/status/69013626203291648
Roman,
How an I have a look Adapt or Safe by CSI ?
Is it another software to intergrate with Robot ?
tngv,
You can read about Adapt at this point and about Safe at this point.