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| AISC FS of column Buckling |  |
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Codes & Standards Forum |
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| Posted by: TPSMechEngineer ® 09/30/2010, 22:52:23 |
Can someone tell me what an acceptable Factor of safety is according to AISC code for column buckling? I believe there is a range according to whether its considered a short column or long column. I am specifically looking at a long column.
Thanks |
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