From: "Juan José Treff De la Mora" <jjtreff(--nospam--at)hotmail.com>
Date: Thu, 01 Feb 2001 14:12:39 -0600
I have seen a lot of "knee" connections of rafters and columns in metal
buildings with rigid frames and tapered members. Some of them have (see
drawing for public access at http://www.seaint.org/listfiles/knee.gif):
a) No stiffener
b) A vertical one
c) A diagonal one from left to right
d) A diagonal one from right to left
Which one is the correct criteria?
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