Someonewhat silly questions:
We have a pipe support that sits on a concrete pedestal that is being designed to take a very small lateral load (150 lbs). Our support has 2 anchors and was detailed for a 3/4" anchor. (1/4" bolts would easily handle the load but for cosmetic reasons I'd like to...
Has anyone had any experience with Ductilcrete?
We are not the EOR but came in on a large tilt-up facility where there has been some big issues with slab differential movement on a ductilcrete slab. No reinforcement was used and no dowels appear to be used at construction joints. It just...
