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Re: Connections of Tension and Compression Members in Trusses

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I don't know why there is not a similar provision in the LRFD spec, but
there has never been a similar provision in the LRFD spec.  I looked at my
first edition LRFD book and there is no similar provision in the included
1986 (original) LRFD spec.  Maybe Charlie Carter can shed some light.


Ypsilanti, MI

On Mon, 28 Oct 2002, Ken Peoples wrote:

> AISC 9th edition Section J1.5 specifies a minimum connection strength of "...not less than 50% of the effective strength of the member...".  I can't find anything similar in the LRFD spec.  Has this been removed?  I can understand how this could be misunderstood and misused and would not argue with anyone wanting to remove it.
> Ken
> Kenneth S. Peoples, P. E.
> Lehigh Valley Technical Associates
> 1584 Weaversville Road
> Northampton, PA 18067-9039
> Phone: (610) 262-6345
> Fax: (610) 262-8188
> e-mail: kpeoples(--nospam--at)

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