Lonnie Star's Blog – May 2011 Archive (1)

lol!

I don't know why no one is responding to my earlier query,  it's either because no one

cares,  or because it's difficult work.  In any event I'll have to muster my lay skills

to give the effort a boost. 

Well here's my shot at it,  such as it is:

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The outer wall columns were 12"x12" boxed steel columns 39" on center.



It seems that one square inch of steel can withstand a shear…