Guest
is it practical in the field to use epoxy adhisive for doweling rebars out of the soffit of a concrete beam or a slab?
how efficient it is?
and is there a reduction factor that need to be applied to the pull out capacity of the rebar?
again, is it a common practice in the field and does the performance of the epoxy get compromised by overhead application?
thank you
how efficient it is?
and is there a reduction factor that need to be applied to the pull out capacity of the rebar?
again, is it a common practice in the field and does the performance of the epoxy get compromised by overhead application?
thank you