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Therefore, is it possible that the knee brace could end up in tension (given that a strong wind isn't blowing!). If so, could the addition of a brace between post and roof member (or collar tie) be of help?
The other characteristic of low angled roofs to windward is that they may produce (dependent on overall structure dimensions) strong suction force. Make sure everything is fastened down well!
Someone asked about floor plan and renders. I don't have those readily available. The program I've used for floor plans doesn't export images very well. If I can make it happen, I'll share these with you.
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