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Double Angle Compared to WT

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Lion06

Structural
Nov 17, 2006
4,238
I have to do a design check of a double angle (equal legs), and I'm thinking that it makes more sense to look at this as a tee section rather than two individual angles. Does this seem reasonable?
 
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Nevermind, I just found it in the spec. Double angles and tee's are in the same section.
 
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