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10% stiffness at base of column
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. www.www.buonovino.com Forum Index->E-Conference 23rd Sept 2003
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Rudra Nevatia
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Joined: 26 Jan 2003
Posts: 214
PostPosted: Mon Oct 13, 2003 3:17 pmPost subject: 10% stiffness at base of column Reply with quote
There was a query on 10% stiffness at base of column. This requirement
was introduced in British Code. A paper was published on the subject
in Structural Engineer in '80s. If I remember correctly, the idea was to
provide for *some* moment for design of components downwards of column base.

Perhaps a better solution would be to assume the column as pinned at base
and design base plate, pedestal and footing for 10% of the moment capacity
of column.

Regards,
Rudra Nevatia


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