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RE: 3 columns 1 footing[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: 3 columns 1 footing
- From: "Milton Veloz" <m.veloz(--nospam--at)codetel.net.do>
- Date: Sun, 6 Oct 2002 21:27:36 -0000
- Disposition-notification-to: "Milton Veloz" <m.veloz(--nospam--at)codetel.net.do>
I have made the procedure that you describe, I think is ok. Just try to put a t (thickness) enough big so the footing's behavior be like a rigid element, otherwise you should consider use FEM. But, I suppose, the columns load are not big so I think is not neccesary get into a FEM analysis for this.
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