I am designing a connection for a hanger wire. The connection is that an eyebolt will be anchored to a 2x4 joist with 45 angle. The pullout on cable is 150lbs. I was wondering if I can use Equation 11.4-1 (NDS 2005) for this connection type. I am wondering how I can be sure that fibers of the wood will be fine . I would be happy if I can get an input.
Thank you,
Thank you,