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LY LZ Parameters Using Canadian Code

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MLDPSN

MLDPSN

Structural
Joined
Dec 8, 2009
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1
Location
GB
I was wondering if anyone has trouble with LY and LZ in Staad using the Canadian code. When I input LY and LZ I get a utiliztion ratios of 999.

Any suggestions?

Thanks
 
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Check if the axial force in the member exceeds the Euler buckling capacity. Looks like this a red flag for that condition.
 
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