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Slenderness Ratio for Seismic Zone

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Atooz

Civil/Environmental
Feb 13, 2004
16
Does any can guide me on slender ratio min/max requirement limit in the sesmic areas. With code reference will be highly appreciable. Thanks
 
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Depends on the material and the element you are designing. Assuming you are using steel you need to reference AISC 341. All of the info should be in there.
 
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