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Re: AISC shear and moment diag

[Subject Prev][Subject Next][Thread Prev][Thread Next] Will:

I don't remember the two fully loaded spans being in any issue of the AISC manual and is was kind of an irritation to me also.   Actually what I did, I use the two equal span coefficients in the Steel Designers Manual  by Gray etc., which is a British book.   It is on page 42.

There is are two span arrangements on page 255 in the Manual of Structural Design by Singleton.

Neil Moore, S.E.
neil moore and associates
shingle springs, ca

At 07:44 AM 6/17/2005, THunt(--nospam--at) wrote:


I don't know why AISC took it out but I believe it was item #29 in the old seventh edition blue colored manual.

Thomas Hunt, S.E.
ABS Consulting

"Will Haynes" <gtg740p(--nospam--at)>

06/17/2005 07:37 AM
Please respond to

AISC shear and moment diag

Does anybody know why AISC doesn't put a 2 span beam with a uniform load on both spans in the shear, moment, and deflection diagram tables? I don't remember seeing it in any of the editions.

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