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Re: Swedged Anchor Bolts

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Please try the following link. You may get some lead.
Good luck!

http://manuals.dot.state.tx.us/dynaweb/colbridg/des/@Generic__BookTextView/25066


Rajendran


--- Keith Fix <kefix(--nospam--at)yahoo.com> wrote:
> Does anyone have pullout capacities for swedged
> anchor bolts/rods?  More
> specifically, can the embedded head of the anchor be
> eliminated?  IBC 2000
> Section 1913 provides no basis for pullout of
> swedged anchors, nor can I find
> any reference in the AASHTO codes.  Of course, I
> could use
> manufacturer-provided capacities for anchors
> installed after concrete curing,
> but I would prefer a solution that allows embedment
> in concrete.
> 
> To put the problem in perspective, I am resisting a
> 300-kip uplift load with 24
> anchors.  The bearing has been designed to transmit
> equal load to all anchors. 
> The anchors will be ASTM F1554 Gr. 55.
> 
> Of course, I could use a headed anchor, or an anchor
> with a nut, or either of
> the previous options with a hardened washer, but I'm
> interested in swedged
> anchors as these will be standard for my non-uplift
> conditions.
> 
> -Keith Fix, PE
> -Little Rock, Arkansas
> 
> 
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