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Re: AISC shear and moment diag

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On Jun 17, 2005, at 9:37 AM, Will Haynes wrote:

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?
Probably because it's the same as a cantilever with an end support subject to a uniform load. (Case 12. in the red book)
Christopher Wright P.E. |"They couldn't hit an elephant at
chrisw(--nospam--at)   | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania 1864)

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