<![CDATA[Cervenka Consulting Forums — Hooked Bars]]> https://forums.cervenka.cz/viewtopic.php?id=1952 Wed, 24 May 2017 08:28:20 +0000 PunBB <![CDATA[Re: Hooked Bars]]> https://forums.cervenka.cz/viewtopic.php?pid=3790#p3790 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.

]]> Wed, 24 May 2017 08:28:20 +0000 https://forums.cervenka.cz/viewtopic.php?pid=3790#p3790 <![CDATA[Hooked Bars]]> https://forums.cervenka.cz/viewtopic.php?pid=3789#p3789 Hi there,

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

Thanks

]]> Wed, 24 May 2017 03:39:50 +0000 https://forums.cervenka.cz/viewtopic.php?pid=3789#p3789