Posted by Matthewabout 4 years ago
Flexible Basplate
I have a baseplate which is calculated as flexible using the CBFEM method. This results in an increase in anchor loads of 57% which is above the recommended 10%, however all the checks still pass with the increased loads. What is the Hilti advice in this situation?
1 Reply
Posted by Ask HILTI Teamabout 4 years ago
Thanks for the question please refer to the attached link regarding the baseplate rigidity and associated factors in determining the criteria. https://ask.hilti.co.uk/article/how-to-assess-if-the-baseplate-can-be-considered-close-to-rigid-by-engineering-judgement/qass0a