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SDA#7976-SHEAR WALL STIFFNESS CALC. <br /> SEGMENT 1 I SEGMENT 2 I SEGMENT 3 I SEGMENT 4 I SEGMENT 5 <br /> OSB/CDX= CDX CDX CDX CDX CDX <br /> SHEAR WALL TAG= 4 4 4 4 4 <br /> b(ft.)= 2.4 3.25 8 3.25 2.44 <br /> v(lb/ft)= 304 304 304 304 304 <br /> Ga(kips/in)= 19 19 19 19 19 <br /> CHORD A(in.^2)= 16.5 16.5 16.5 16.5 16.5 <br /> CHORD E (psi)= 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 <br /> h (ft.)= 8 8 8 8 8 <br /> Anchor dia.(in.)= 0.10 0.10 0.10 0.10 0.10 <br /> Anchor Length (in.)= 24 24 24 24 24 <br /> ANCHOR TENSION (kips)= 0.612 0.612 0.612 0.612 0.612 <br /> CHORD(in.)= 0.020 0.020 0.020 0.020 0.020 <br /> NAIL SLIP(in.)= 0.128 0.128 0.128 0.128 0.128 <br /> ANCHOR(in.)= 0.068 0.068 0.068 0.068 0.068 <br /> TOTAL(in.)= 0.215 0.215 0.215 0.215 0.215 <br /> k(lb/in.)= 3,389 3389 3389 3389 3389 <br /> TOTAL k(lb/in.)= 16,946 <br /> SEGMENT 1 I SEGMENT 2 I SEGMENT 3 I SEGMENT 4 I SEGMENT 5 <br /> OSB/CDX= CDX CDX CDX CDX CDX <br /> SHEAR WALL TAG= 6 6 6 6 6 <br /> b(ft.)= 2.44 3.25 8 3.25 2.44 <br /> v(Ib/ft)= 501 501 501 501 501 <br /> Ga(kips/in)= 34 34 34 34 34 <br /> CHORD A(in.^2)= 16.5 16.5 16.5 16.5 16.5 <br /> CHORD E (psi)= 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 <br /> h (ft.)= 8 8 8 8 8 <br /> Anchor dia. (in.)= 0.31 0.31 0.31 0.31 0.31 <br /> Anchor Length (in.)= 24 24 24 24 24 <br /> ANCHOR TENSION (kips)= 3.793 3.793 3.793 3.793 3.793 <br /> CHORD(in.)= 0.032 0.032 0.032 0.032 0.032 <br /> NAIL SLIP(in.)= 0.118 0.118 0.118 0.118 0.118 <br /> ANCHOR(in.)= 0.042 0.042 0.042 0.042 0.042 <br /> TOTAL(in.)= 0.192 0.192 0.192 0.192 0.192 <br /> k(lb/in.)= 6,360 6360 6360 6360 6360 <br /> TOTAL k(lb/in.)= 31,801 <br />