I guess I'm unsure of how you compute "friction".
If I use a #6 Bar with 20' feet of embedment bent @ 45 degree angle to the pier I would get a Floor Area of about 100 SF. That would mean the 6" Slab plus the extra concrete poured with the Slab could probably withstand about 9 or 10 Kips. Is...
How big of Horizontal Reaction can be withstood by a #6 Hairpin around the Pier Cage x 20' Long? I'm seeing numbers like 33K Horizontal Reaction. The metal Building Supplier will use a 4 Bolt Pattern for Anchor Bolts. I believe they are calling for 1" Dia. Bolts. I had planned on using a 24 to...
