pile caps/tie beams
pile caps/tie beams
(OP)
I am trying to find out the requirement for tie beams between pile caps in IBC 2009. Can someone locate the section reference please?
I remember from the old codes there was a 10% design value for the tie beams.
Thanks.
I remember from the old codes there was a 10% design value for the tie beams.
Thanks.






RE: pile caps/tie beams
I usually design the GB (stabilizing 1PC & 2PC) for the moment and shear due to piles being out of tolerance
RE: pile caps/tie beams
RE: pile caps/tie beams
BA
RE: pile caps/tie beams
RE: pile caps/tie beams
The 10% times Sds that slickdeals referred to in his reply is found in section 12.13.5.2 in ASCE 7-05.
RE: pile caps/tie beams
RE: pile caps/tie beams
I understand what you mean, but if you look at the record, casasf has started three threads to date and has made only one response. Does that tell you something?
BA