<![CDATA[Cervenka Consulting Forums — Hooked Bars]]> 2017-05-24T08:28:20Z PunBB https://forums.cervenka.cz/viewtopic.php?id=1952 <![CDATA[Re: Hooked Bars]]> Hello neshghi,
if you are using 1-D bars with perfect bond, you can typically simply omit the hooks in your model.

If you are using a bond law, the simplest way to represent a hook is by activating the corresponding "no slip at start/end" option (=assuming the hook as a perfect anchor).

If the above show not good enough, please send us your model + skteches explaining what you are modelling such that we can recommend a way (ATENA Troubleshooting, 2.1.1).

Regards.

]]> https://forums.cervenka.cz/profile.php?id=4 2017-05-24T08:28:20Z https://forums.cervenka.cz/viewtopic.php?pid=3790#p3790 <![CDATA[Hooked Bars]]> Hi there,

How can we draw (or model) hooked longitudinal reinforcements in a beam in ATENA?

Thanks

]]> https://forums.cervenka.cz/profile.php?id=25318 2017-05-24T03:39:50Z https://forums.cervenka.cz/viewtopic.php?pid=3789#p3789