Tension side (force couple) anchor bolts
Tension side (force couple) anchor bolts
(OP)
I must transfer a cantilever column base moment into a concrete grade beam. My approach is to locate sufficient stirrup reinforcing across the failure plane (45 deg) similar to lapping vertical bars with anchor bolts in a pedestal.
Any comments?
Any comments?






RE: Tension side (force couple) anchor bolts
DaveAtkins
RE: Tension side (force couple) anchor bolts
Ken