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HUS4 for HCS is considered still seismic design

Posted by agra gautamaalmost 3 years ago
HUS4 for HCS is considered still seismic design

can we considered HUS4 installed in Hollow Core Slab with partial embedment depth to be a seismic design / approved

hollow core slab,mechanical anchors,Seismic/ Fatigue - kindly assist for Hilit specs to consider.,HUS 4
1 Reply
Posted by Karan Khannaalmost 3 years ago
Hilti Verified

Hello Agra,

We don't currently have an ETA for HUS4 under the Hollow Core Slab Application, however, you can utilize our HUS3 anchor for the HCS Slab Application for the redundant fastening situation (which is tested under EAD 330747 for static and quasi-static load only). 

Furthermore, there is currently no seismic approval for the HCS application with the HUS anchor.

Hope this helps.

Regards,
Team Ask Hilti SEA