Posted by MICHAEL GOEDENabout 1 year ago
Steel Anchor Strength Reduction Factor
Section 3.1 of the strength design of the steel anchors is indicating using a phi (Strength Reduction Factor) for steel of 1.2. AISC and from what I have found in ACI indicates it should be 0.75. Where is this 1.2 factor coming from?
1 Reply
Posted by Matthew Fordabout 1 year ago
Hi Michael,
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 performs calculations, please reference the PROFIS Engineering Design Guide.
Regards,
Matthew