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Thanks Kurt.
I have made a note of this too.

I am still continuing to go through all the tabulated
values with a fine toothcomb.

I own and manage a steel detailing set up.
I know how difficult it is to issue an absolutely
error free set of dwgs for the kind of structures that
we detail.
Your task is even more intimidating.
I quite realize that it is practically impossible to
produce such an exhaustive document like the Aisc
manual without a single error.

The tables on connections and maximum UDL for various
spans are my bread and butter and I refer to them
frequently and they are presently receiving my close
I will continue my quest to find any more typos that
may still be lurking and report them to you.
With best wishes to you and all at Aisc,

--- Solutions Center <Solutions(--nospam--at)> wrote:

> Vish,
> After I received your two e-mails yesterday, I also
> received two follow-up inquiries from two Roberts
> pertaining to the missing information on the W21x57.
> I responded to each of them as follows:
> The values of maximum total uniform load for a
> W21´57 at a span of 46 ft. should be replaced with
> the following: 56.0 (ASD), 84.1 (LRFD).
> Kurt 
> Kurt Gustafson, S.E., P.E.
> Director of Technical Assistance
> American Institute of Steel Construction, Inc.
> 866.ASK.AISC

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