I have a typical stud framed construction building utilizing 2x6 at 24" o.c.. Based on the usage of the building, there will be 2x8 boards running horizontally and attached to the 2x6 stud framing to 8' above finished floor and then T&G boards to eave height which is at 12'. What is the best way/approach to determine the shear wall strength that will be achieved from the horizontal framed members.
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