Thank you both for the time in reviewing my question and providing your feedback. Much appreciated and I agree with your recommendations.
1. Please see diagram A and B which to my best knowledge was the best I could come up with. I never thought about using the top plate to CJ as a load path...
https://res.cloudinary.com/engineering-com/image/upload/v1689898229/tips/rater_tie_height_offset_zv7g9i.pdf
Hello,
I'm working on a design to reinforce the roof structure of an old retiree friend’s house that suffered structural damage due to recent heavy snowstorms. The attached sketch shows a...
