Need a book? Engineering books recommendations...

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

Re: pull test of anchor

[Subject Prev][Subject Next][Thread Prev][Thread Next]


The boss here usually references a Calif. DSA spec of 2 times 80% of the ICBO value.    (i.e.  pull test min. = 1.6*allowable)


David Topete, PE

 Pat Clark wrote:

What should I spec for a pull test of a retrofit epoxy holdown anchor in a residential project.  An increased factored load of the required strength at the hd location?
Pat Clark

Do you Yahoo!?
Faith Hill - Exclusive Performances, Videos, & more