I am designing some sheds and I would like to use aluminum siding for the shear walls.
I need a table or a method to estimate allowable shear from the siding.
Thank you
I'd expect it to be close to zero just due to fasteners plowing through the siding. Provide some form of board goods beneath the siding, or on the inside of the shed.
But I would be interested in having my assumptions proven wrong if there is published values.
I have hunted everywhere, the Post Frame Construction Manual has tables for steel only.
How are all these big Shed manufacturers doing it?
What is D4 siding?
Thanks everyone for your help,