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Re: New structure on ancient columns

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Yes, Bill. The columns have now the lift weight and more seismic load. They need now, with the same section, 2% of steel and they have only 1%.
Alberto Guida
----- Original Message -----
Sent: Friday, November 19, 2004 7:01 PM
Subject: Re: New structure on ancient columns

Alberto Guida wrote:
Which do you think is the best method to update these columns for the new loads?

What is causing the columns to "fail"? In other words, are we talking failure in seismic loading?



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