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Re: Kneebraced Post Design

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In a message dated 5/11/08 10:38:33 AM, milozabala(--nospam--at) writes:
It would be nice if the typical off-the shelf post-beam connectors (ex. Simpson's column caps) has the "tabulated" capacity to resist moment in addition to lateral and axial loads.

Wouldn't it (the value) be *really* tiny?


Ralph Hueston Kratz


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