Calculating Rigidity of a diaphram
Calculating Rigidity of a diaphram
(OP)
Hello (this is my first post :) )
I am designing a structure with a cantilevered diaphragm. The shear walls are CMU walls, and the roof is plywood over 4x T&G.
How do I go about checking to see if the roof diaphragm is rigid or semi-rigid?
Thanks
I am designing a structure with a cantilevered diaphragm. The shear walls are CMU walls, and the roof is plywood over 4x T&G.
How do I go about checking to see if the roof diaphragm is rigid or semi-rigid?
Thanks






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