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Drag Calculations <br />Shear Line 1 Shear Line 2 Shear Line 3 <br />Wind Load, W 532 Wind Load, W 2123 Wind Load, W 1316 <br />Seismic Load, E 585 Seismic Load, E 2852 Seismic Load, E 2196 <br />Max [0.6W, 0.7E*1.25] 665 Max [0.6W, 0.7E*1.25] 3244 Max [0.6W, 0.7E*1.25] 1922 <br />Diaphragm Length 15.00 44 Lumber Size Capacity Diaphragm Length 22.75 143 Lumber Size Capacity Diaphragm Length 22.75 84 Lumber Size Capacity <br />Total Shear Wall Length 4.00 166 (2) 2x4 9660 Total Shear Wall Length 6.08 533 (2) 2x4 9660 Total Shear Wall Length 0.00 #DIV/0! (2) 2x4 9660 <br />Shear Wall Length Drag Force Strap? Model Shear Wall Length Drag Force Strap? Model Shear Wall Length Drag Force Strap? Model <br />Y 4.000 -488 3.833 547 Y (1) CS16 8.000 676 <br />11 0 10.833 2091 Y (1) CS14 14.75 1922 <br />0 Y 3.167 854 1922 <br />0 2 1139 1922 <br />0 Y 2.917 0 1922 <br />0 0 1922 <br />0 0 1922 <br />0 0 1922 <br />0 0 1922 <br />0 0 1922 <br />Shear Line A Shear Line B Shear Line C <br />Wind Load, W 2015 Wind Load, W 1206 Wind Load, W 1620 <br />Seismic Load, E 2781 Seismic Load, E 656 Seismic Load, E 2268 <br />Max [0.6W, 0.7E*1.25] 3163 Max [0.6W, 0.7E*1.25] 747 Max [0.6W, 0.7E*1.25] 2580 <br />Diaphragm Length 36.50 87 Lumber Size Capacity Diaphragm Length 36.41 21 Lumber Size Capacity Diaphragm Length 31.25 83 Lumber Size Capacity <br />Total Shear Wall Length 5.08 623 (2) 2x4 9660 Total Shear Wall Length 3.75 199 (2) 2x4 9660 Total Shear Wall Length 3.75 688 (2) 2x4 9660 <br />Shear Wall Length Drag Force Strap? Model Shear Wall Length Drag Force Strap? Model Shear Wall Length Drag Force Strap? Model <br />16.670 1445 3.330 68 5.330 440 Y (1) CS16 <br />Y 5.08 -1278 Y 3.75 -601 22.17 2270 <br />14.750 0 3.830 -523 Y (1) CS16 Y 3.750 0 <br />0 25.5 0 0 <br />0 0 0 <br />0 0 0 <br />0 0 0 <br />0 0 0 <br />0 0 0 <br />0 0 0 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024