Posted by Dawson Forseyover 4 years ago
Rotational Restraint 1 or 2?
When calculating steel failure for standoff anchors with grout, one of the variables is rotational restraint alpha,m = 1 or 2 depending on conditions of the plate to bolt connection. I thought that a base plate would be free to rotate about a anchor if there was no nut on the underside of the plate. What conditions are necessary to determine whether my plate is rotational restrained or not?
1 Reply
Posted by Ashley Couronover 4 years ago
Hi Dawson,
Please reference pages 325 and 326 of the PROFIS Engineering Design Guide for further information about rotational restraints in stand-off conditions.
Regards,
Ashley
1 comment on this reply
Posted by Jose Rojas-Marinover 3 years ago
Thanks a lot Ashley the link is really Helpful