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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />COLLECTOR FORCES (flexible wind design) <br />Level 1 Drag Strut Strap/Blocking <br />Line- Position on Wall Location [ft] Load Force [lbs]Force [lbs] <br />Wall or Opening X Y Case ---> <------> <--- <br />Line 1 <br />1-2 Left Wall End 0.00 7.50 -655 653 <br />1-2 Right Wall End 0.00 19.50 437 -435 <br />Line 4 <br />4-1 Right Wall End 40.50 12.00 1202 -1193 <br />Line A <br />A-2 Left Wall End 3.00 0.00 -103 103 <br />A-2 Right Wall End 11.00 0.00 614 -614 <br />A-4 Left Wall End 23.00 0.00 203 -203 <br />A-4 Right Wall End 27.00 0.00 463 -463 <br />Line C <br />C-2 Left Wall End 10.00 24.50 -323 323 <br />C-2 Right Wall End 14.00 24.50 -78 78 <br />C-4 Left Wall End 29.00 24.50 -563 563 <br />C-4 Right Wall End 37.00 24.50 113 -113 <br />Legend: <br />Line-Wall - Shearline and wall number <br />Position…- Side of opening or wall end that drag strut is attached to <br />Location - Co-ordinates in Plan View <br />Load Case - Results are for critical load case: <br /> ASCE 7 All heights Case 1 or 2 <br /> ASCE 7 Low-rise corner; Case A or B <br />Drag strut Force - Axial force in transfer element at openings, gaps, or changes in design shear along shearline. + : tension; - : compression. <br /> Based on ASD-factored shearline force (vmax from 4.3.6.4.1.1 for perforated walls) <br />Strap/Blocking Force – For FTAO walls, force transferred from above and below opening to shearwall pier. <br />-> Due to shearline force in the west-to-east or south-to-north direction <br /><- Due to shearline force in the east-to-west or north-to-south direction <br />13 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025