anchor bolt
anchor bolt
(OP)
you use oversize holes for column base plate anchor bolt.
if anchor bolt is a307 or fm1554 what is it's capacity in shear?
p4-5 of ASD manual does not have capacity for oversize holes for a307
also for oversize holes the connection needs to be slip critical right..
is it ok to use snug tight condition for oversize holes
for column base plate?
in this case, 4 bolts will resist shear right?
if anchor bolt is a307 or fm1554 what is it's capacity in shear?
p4-5 of ASD manual does not have capacity for oversize holes for a307
also for oversize holes the connection needs to be slip critical right..
is it ok to use snug tight condition for oversize holes
for column base plate?
in this case, 4 bolts will resist shear right?






RE: anchor bolt
There are better ways to provide for shear tranfer to the concrete. This topic has been discussed here at length. Suggest you look for other threads which may give you assistance before this is rehashed.
RE: anchor bolt