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12-18-2017
12:28 AM
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Hi,
I would like query the transfer of wind loads through claddings. Ideally, as shown in the attached picture, part of the wind loading would go to the foundation,at the bottom edge of the cladding - I modelled this edge as pin supported. It seems to me that even that doing this, it does not seem to attract any wind load, and the central beam supporting the cladding is getting much more load than it should. What would be the right approach if this is not valid as it seems?
Thank you,
Migue
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