Tension transferred to footing ? (Appendix D)
Tension transferred to footing ? (Appendix D)
(OP)
I am working on some anchor bolts which have significant tension so I need a rather large concrete pier. But I can't this large pier because of elevator shaft right next to the top of pier. I have a significant size footing and if I can somehow transfer the tension from baseplate to the footing (5' below top of pier, I want to keep anchor rods no more than 20" embed) I'll have enough concrete around the anchor rods. Is there a practical way to transfer the tension from anchor rods to the footing?






RE: Tension transferred to footing ? (Appendix D)
BA
RE: Tension transferred to footing ? (Appendix D)
RE: Tension transferred to footing ? (Appendix D)
BA
RE: Tension transferred to footing ? (Appendix D)
RE: Tension transferred to footing ? (Appendix D)
RE: Tension transferred to footing ? (Appendix D)
RE: Tension transferred to footing ? (Appendix D)
RE: Tension transferred to footing ? (Appendix D)