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WIND <br />STORIES <br />1 <br />SEISMIC <br />V (PSF) <br />4.21 <br />GOVERNS LBS <br />1 2 3 4 <br />3.5 4.75 7.25 4.75 <br />= <br />= <br />WALL <br />1 <br />2 <br />3 <br />4 <br />LATERAL ANALYSIS (X-X) <br />LINE A <br />DESIGN WIND (psf) ROOF HT (FT) <br />WIND LOAD (PLF) TIRB WIDTH(FT) <br />STORY HT (FT) HEIGHT FOR CALC (FT) <br />10.02 8.00 8 8.00 <br />WIND SHEAR(LBS) <br />80.2 25.5 2044.1 <br />UPLIFT <br />USE PANEL # 2 <br />SHEAR WALL SEGMENT TOTAL L (FT) UNIT SHEAR (PLF) <br />20.25 243.9 <br />2b/h = 3.5 x2 /8 0.88 <br />340 * 0.88 243.9< 297.5 PANEL 2 OK <br />8 <br />8 <br />7.25 <br />4.75 <br />243.9 <br />243.9 <br />WALL SEGMENT (FT) UNIT SHEAR (LBS/FT)WALL HT (FT) <br />X WIDTH (FT) Y LENGTH (FT) HALF AREA (FT^2) SHEAR (LBS) <br />SEISMIC <br />0.150 <br />DESIGN V TOTAL DL (PSF) <br />28 <br />49381173.04651 <br />SHEAR (LBS)HALF AREA (FT^2)Y LENGTH (FT)X WIDTH (FT) <br />0000 <br />4938 <br />3.5 243.9 <br />4.75 243.9 <br />8 <br />8 <br />2805 N Olive Ln <br />11/18/2024