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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />COLLECTOR FORCES (rigid wind design) <br />Level 1 <br />Drag <br />Strut <br />Strap/Blocking <br />Line- <br />Position on Wall <br />Location <br />[ft] <br />Load <br />Force [Ibs] <br />Force [Ibs] <br />Wall <br />or Opening <br />X <br />Y <br />Case <br />---> <br /><--- <br />---> <--- <br />Line 1 <br />1-1 <br />Right Opening 1 <br />0.00 <br />-4.00 <br />1 <br />-1843 <br />1847 <br />Line 2 <br />2-1 <br />Right Opening 1 <br />24.50 <br />-4.00 <br />1 <br />-1858 <br />1854 <br />Line A <br />A-1 <br />Left Opening 1 <br />11.00 <br />-11.50 <br />1 <br />116 <br />-139 <br />A-1 <br />Right Opening 1 <br />14.00 <br />-11.50 <br />1 <br />-95 <br />72 <br />Line B <br />B-1 <br />Left Opening 1 <br />4.00 <br />0.00 <br />1 <br />232 <br />-132 <br />B-1 <br />Right Opening 1 <br />20.50 <br />0.00 <br />1 <br />-110 <br />210 <br />Level 2 <br />Drag <br />Strut <br />Strap/Blocking <br />Line- <br />Position on Wall <br />Location <br />[ft] <br />Load <br />Force [Ibs] <br />Force [Ibs] <br />Wall <br />or Opening <br />X <br />Y <br />Case <br />---> <br /><--- <br />---> <--- <br />Line 1 <br />1-2 <br />Left Wall End <br />0.00 <br />-9.00 <br />1 <br />-291 <br />290 <br />Line 2 <br />2-1 <br />Left Opening 1 <br />24.50 <br />-8.50 <br />1 <br />-370 <br />372 <br />2-1 <br />Right Opening 1 <br />24.50 <br />-2.50 <br />1 <br />308 <br />-310 <br />2-1 <br />Left Opening 1 <br />24.50 <br />-8.50 <br />717 721 <br />2-1 <br />Right Opening 1 <br />24.50 <br />-2.50 <br />597 601 <br />Line A <br />A-2 <br />Left Wall End <br />8.50 <br />-11.50 <br />1 <br />-264 <br />265 <br />A-2 <br />Right Wall End <br />19.50 <br />-11.50 <br />1 <br />155 <br />-156 <br />Line B <br />B-1 <br />Right Opening 1 <br />4.00 <br />0.00 <br />1 <br />-41 <br />91 <br />B-1 <br />Left Opening 2 <br />8.50 <br />0.00 <br />1 <br />120 <br />-121 <br />B-1 <br />Right Opening 2 <br />20.50 <br />0.00 <br />1 <br />-9 <br />2 <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 />StrapBlocking Force - For force -transfer 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 />20 <br />Page 45 of 63 <br />