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Shear Wall Design (Worst Case): <br />Shear Wall Length: 5’-6” <br />Required Shear Wall Capacity: .7(1,861 lbs) / 5.5’ = 237 PLF <br />SDPWS Nominal Shear Wall Values <br /> <br />15/32” Struc I Ply, Nailed W/10d Nails @ 6” O.C. Nominal Capacity: 950 PLF <br />Per SDPWS 4.1.4 divide by 2.8 per ASD <br />Design Capacity 950 PLF /2.8 = 340 PLF <br />340 PLF > 237 PLF OK <br />Use 15/32” Struc I Ply, Nailed W/10d Nails @ 6” O.C. For Addition Walls <br /> <br />