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Re: Premanufactured wood trusses without diagonal

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>When I asked about the moments in the members around the
>rectangular panel, I was told that the program is designed to handle panels
>without diagonals and that the interaction equation shows the effects of 
>axial
>and bending forces.  When asked about the ability of the connector plates to
>transfer moments, I was told that an ICBO report would be faxed to me.
Sounds like you're dealing with an FEA-as-black-box type. I'd review the 
results very carefully, and I wouldn't settle for anything without a free 
body diagram of the panel.