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Drag Calculations <br />Shear Line 4 Shear Line 5 <br />Wind Load, W 1219 Wind Load, W 1219 <br />Seismic Load, E 990 Seismic Load, E 990 <br />Max [0.6W, 0.7E *1.25]1126 Max [0.6W, 0.7E *1.25]1126 <br />Diaphragm Length 12.00 94 Lumber Size Capacity Diaphragm Length 12.00 94 Lumber Size Capacity <br />Total Shear Wall Length 1.00 1126 (2) 2x4 9660 Total Shear Wall Length 4.00 282 (2) 2x4 9660 <br />Shear Wall Length Drag Force Strap? Model Shear Wall Length Drag Force Strap? Model <br />3.330 312 8.000 751 <br />Y 1 -720 Y 4 0 <br />7.670 0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />Shear Line E Shear Line F <br />Wind Load, W 1753 Wind Load, W 1392 <br />Seismic Load, E 2533 Seismic Load, E 2295 <br />Max [0.6W, 0.7E *1.25]2881 Max [0.6W, 0.7E *1.25]2610 <br />Diaphragm Length 20.17 143 Lumber Size Capacity Diaphragm Length 19.58 133 Lumber Size Capacity <br />Total Shear Wall Length 8.00 360 (2) 2x4 9660 Total Shear Wall Length 4.00 653 (2) 2x4 9660 <br />Shear Wall Length Drag Force Strap? Model Shear Wall Length Drag Force Strap? Model <br />2.250 321 13.830 1844 <br />Y 8 -1417 Y 4 -233 <br />9.920 0 1.750 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024