Posted by Jeff Liedelabout 1 year ago
Stainless HAS rod in Seismic Design Criteria C
We are trying to analyze an existing base plate with Hilti HIT/HY200 V3 adhesive anchors and stainless steel HAS threaded rods in Profis. We can model and run with carbon steel rods (i.e. A36) in Seismic Category C, but the stainless rods don't appear as an an option, unless we switch to "Static or Quasi-Static Design".
1 Reply
Posted by Matthew Fordabout 1 year ago
Hi Jeff,
In order to best assist you, please send a copy of your PROFIS Engineering design file to hnatechnicalservices@hilti.com. For more information on how PROFIS Engineering evaluates steel failure, please reference Sections 1.5 and 2.3 of the PROFIS Engineering Design Guide.
Regards,
Matthew