Deadblow
Structural
- Jul 13, 2015
- 140
I am designing the anchorage of a double 2x8 wood plate to concrete using a post-installed screw anchor. The applicable code is the 2018 IBC and the 2018 AWC NDS. I have the anchor design and the lateral load on the wood complete and there are no problems there. How do I calculate the fastener head pull-through value? The fastener head diameter is 1.125" and the side member thickness is 3". Section 12.2.5 of the 2018 NDS limits the range of fastener head diameters to 0.50" and the side member thickness to 1.5". I have a tension load of 600 lbs at each anchor due to overturning. I'm not against using washers if I need to, but I'd like to prove whether or not they are actually needed and how big they need to be if indeed they are required. I have over 500 of these anchors to install, so it's worth the time to use the most economical assembly.
Thanks!
EIT
Thanks!
EIT