1 Reply
Posted by Danielle Filerover 2 years ago
Hi Jeffrey,
It doesn't appear that the anchor design is in seismic. You will need to change the load type to seismic, and then select the correct seismic tension and shear provision to include the overstrength factor (please see screenshot attached). If you need additional assistance, please reach out to Hilti's engineering team at hnatechnicalservices@hilti.com.
Regards,
Dani
