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Regard minimum Ecentricity

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tanvir00

tanvir00

Civil/Environmental
Joined
May 3, 2012
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When should i consider minimum ecentricity in column design and when can i avoid it.
 
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Always need to consider it. More so a general question than an ETAB's question. I would like to reduce it somewhat so I can make the columns skinner but unfortunatley I have found no justification to avoid it.
 
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