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STIFFENER HELP

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Hi,
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?

THX,

Juan Jose

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