Posted by RYAN FREUNDover 2 years ago
How does Hilti Find Tension Values for Ledger Angle
I see the user message:
The anchor calculation is based on a rigid anchor plate assumption.
Can you point to where this is discussed in the Hiliti Literature?
Side comment: When I use my browser's (Edge) auto-correct spelling feature it deletes the entire sentence attached to it. Only happens in the "Ask A Question" window. Very odd behavior.
1 Reply
Posted by Ashley Couronover 2 years ago
Hi Ryan,
You can toggle back and forth between rigid, CBFEM, and AISC Design Guide in the design tab in PROFIS Engineering. Please refer to the article Using CBFEM to Validate Rigid and Non-Rigid Base Plate Assumptions for further information. For further assistance, please contact hnatechnicalservices@hilti.com.
Regards,
Ashley