Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Anchor Bolts in Flexure

[Subject Prev][Subject Next][Thread Prev][Thread Next]
You can consider the anchor bolt as a cantilever above the bottom of grout elevation.

Andy Heigley <aheigley(--nospam--at)> wrote:
I'm curious to know what others do for instances when you can't count on friction to resist shear.  For instance, in a PEMB where you have combined uplift and shear, and with the baseplates normally set up at EL.= 100'-0".  If you don't size anchor rods for shear, how do you detail the anchorage to have the shear transferred to the hairpin?
Andy Heigley, PE
Dublin, Ohio

Do you Yahoo!?
Yahoo! Mail - 50x more storage than other providers!