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Re: Principal Axes Section Properties

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>Does anybody know where I would find section properties about the
>principal axes for a single unequal leg angle?
As you noted the maximum and minimum moment of inertia is easy. The fiber 
distances have to be trigged out. I have an Excel worksheet that I made 
up which I'll be happy to e-mail, but if you're trying to figure bending 
stress, you may have an easier time with the general bending stress 
formula for oblique axes, since it uses the familiar section properties 
and the product of inertia.

Christopher Wright P.E.    |"They couldn't hit an elephant from
chrisw(--nospam--at)        | this distance"   (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)