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Re: AISC Single Plate Connection load tables[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Re: AISC Single Plate Connection load tables
- From: "Jeff Hedman" <jeff(--nospam--at)lrpope.com>
- Date: Fri, 23 Mar 2007 14:01:50 -0600
I actually figured this one out on my own. The lower values for standard holes actually do occur on all pages of the table in question. If I would have read more carefully, the short slotted holes actually have a smaller calculated eccentricity than standard holes. Once the calculated eccentricity gets higher than a, it begins to lower the bolt design values more and more. Once I changed this in my spreadsheet, everything matched up.
Jeff Hedman , E.I.T.
L.R. Pope Engineers & Surveyors, Inc.
1240 East 100 South Suite # 15B
St. George, Utah 84790
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