I played around with Hilti for awhile and finally got one configuration to work, but the bolts ended up having to be so close to the midline that I'm a bit leery of the possibility of getting enough tension capacity with reinforcement. I'll try to come up with some numbers for this though, will...
Also, Jed: That WAS a stupid question. Should have thought about what you meant a little further. I think the wall should be capable of carrying that moment though, as I'll be adding two lengths of vertical rebar in addition to the 12 O.C. that is already there--so the area under each 16" plate...
Thanks for the replies.
JAE: I'm planning on casting the anchor bolts into the top of the wall before the concrete sets using a pre-made template--and then torquing down a nut onto the bolt. How did you find the 40 kips uplift? I got something closer to 25 kips per bolt after extending the...
I'm affixing steel columns to an 8inch concrete wall to support a roof structure. The columns will see a rather large moment compared to the compression load because of the span that is involved--about 350 kip inches in moment compared to 13.5 kips axial (compressive) load. I've selected W6*25...
