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RE: column sway

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Ravi:

 For seismic loads refer to TABLE 1617.3.1 ALLOWABLE STORY DRIFT IBC 2003.

 

Regards

Ashraf

 

 

 

 


From: Ravinath M. [mailto:ravinath27(--nospam--at)gmail.com]
Sent: Tuesday, June 06, 2006 2:32 PM
To: seaint(--nospam--at)seaint.org
Subject: column sway

 

Hi All,

          Can anybody give me more information regarding permissible limit for coumn sway?. I am getting excessive sway in steel columns for a 2 storey building.

Regards,
--
M.Ravinath
00 965 7110757