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Limits of Slenderness Ratio in AS code?

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lihsing2015

Structural
Joined
Sep 25, 2012
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Location
US
I am working for a Australia project, and I was told that for the member the limits of Slenderness ratio of Y is 180, but I can not find it out in the AS code 4100-1998, anybody knows it? Thanks for your help~
 
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