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Re: 125' long steel truss, connection question

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>Use the pinned results to check deflections and use the fixed results for
>stress.  This should envelope a good solution.
>
>Curt La Count
>Jacobs Engineering
>Portland, OR


That is what I assumed and designed the members with these forces, But then
started thinking about how the connection should be designed.

I'm trying to get some of the suggested references the people from the list
have suggested.

thanks to all for your comments.

Simon Solorio, P.E.