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Seismic Controls <br /> N-S at Floor Mezz <br /> Shearwall Schedule <br /> Total Shear Force 7.22 K,ASD DL Properties HF 8D <br /> Total Trib Width 48.75 FT SDS 0.962 SW-6 242 <br /> Floor Height 8 FT DL Factor 0.46532 SW-4 353 <br /> Total Force Check 7.22 K PASS SW-3 456 <br /> HD Dist From End 0 FT SW-2 595 <br /> 2SW-4 707 <br /> Wall Line W Line DL Properties 2SW-3 911 <br /> Trib To Wall Line 24.375 FT DL Trib 8 FT 2SW-2 1190 <br /> Total Force 3.61 K Floor DL 15.0 PSF <br /> Total Wall Length 20.08 FT Wall DL 10.0 PSF <br /> Wall ID Height(ft) Length(ft) H:W Adjust HD- <br /> Length Adjusted) U-Shear p Shear(Ib) SW- Uplift(Ib) DL Res(Ib) Above(Ib) NetGross Force (Force W1 8 10.33 1 10.33 180 1857 SW-6 1438 481 958 2 <br /> W2 8 5 1 5 180 899 SW-6 1438 233 1206 2 <br /> W3 8 4.75 1 4.75 180 854 SW-6 1438 221 1217 2 <br /> Wall Line E Line DL Properties <br /> Trib To Wall Line 24.375 FT DL Trib 8 FT <br /> Total Force 3.61 K Floor DL 15.0 PSF <br /> Total Wall Length 27.75 FT Wall DL 10.0 PSF <br /> Wall ID Height(ft) Length(ft) H:W Adjust Adjusted U-Shear Shear(Ib) SW- Gross DL Res(Ib) Force Net Force HD- <br /> Length(ft) (plf) Uplift(lb) Above(Ib) (Ib) <br /> El 8 10.75 1 10.75 130 1398 SW-6 1041 500 541 N/A <br /> E2 8 17 1 17 130 2212 SW-6 1041 791 250 N/A <br /> NOTE: LOADING THAT GOES INTO E-W WALLS DUE TO TORSION OK BY INSPECTION BASED OFF <br /> PREVIOUS CALCULATIONS. <br /> Project Name:Zap Energy <br /> IIUMLAUF ENGINEERS Project#:20-020 Date:4/2021 <br /> Subject:Shear Walls By:Name KGU <br />