Anchors in shear perpendicular to the edge per ACI 318 Appendix D
I’m trying to put a hold down in an existing raised floor foundation and I’m having difficulty, particularly due to the cracked concrete requirement. It’s not the cracked concrete so much (1.0 vs 1.4 factors, etc.) but the methodology. I first tried an epoxy (Simpson SET) with a threaded rod attached to a Simpson PHD. Due to the limited edge [more...]
Date: 2008-07-23 15:44:40
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