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Re: Collateral - Dead or Live?[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Re: Collateral - Dead or Live?
- From: "h.d.richardson" <h.d.richardson(--nospam--at)shaw.ca>
- Date: Sun, 19 Sep 2010 11:35:58 -0600
This is a good rational.
Another consideration might be based on how well you know the magnitude of the load. Some loads, like floor live loads for example, are quite arbitrary while others, like water in a swimming pool, are quite limited in magnitude.
I think that whether you consider it live or dead load for analysis needs to be determined on a case-by-case basis.
H. Daryl Richardson
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