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Re: Sole plate anchor rod holes

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> From: "Dean Briggs" <dean(--nospam--at)amfabsteel.com>

> In 2003 AISC updated (AISC Manual of Steel Construction 9th ed pp 4-130)
> table, the Oversize Hole for 1 1/2"dia to as much as 2 5/16" if a heavy
> plate (5/16 to 1/2) washer is used.  All this is being driven by common
> practice of misplacement of anchor bolts by concrete trades (not
> conforming to AISC Code of Std Practice 7.5.1). =20

The problem is that the concrete trades have a set of drawings that say
they should use the ACI tolerances for setting anchors.

-- 
R. Paul Ransom, P. Eng.
Civil/Structural/Project/International
Burlington, Ontario, Canada
<mailto:ado26(--nospam--at)hwcn.org> <http://www.hwcn.org/~ad026/civil.html>

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