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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />COLLECTOR FORCES (flexible wind desian) <br />Level 1 <br />Drag Strut <br />Strap/Blocking <br />Line- <br />Position on Wall <br />Location [ft] <br />Load <br />Force [Ibs] <br />Force [Ibs] <br />Wall <br />or Opening <br />X <br />Y <br />Case <br /><--- <br />--- <br />Line 1 <br />1-1 <br />Left Opening 1 <br />0.00 <br />12.50 <br />1 <br />1853 -602 <br />1-1 <br />Right Opening 1 <br />0.00 <br />15.50 <br />1 <br />1307 -55 <br />Line A <br />A-1 <br />Left Opening 1 <br />30.50 <br />0.00 <br />1 <br />946 -946 <br />Line B <br />B-1 <br />Left Opening 1 <br />5.50 <br />25.50 <br />1 <br />468 -468 <br />B-1 <br />Right Opening 1 <br />7.50 <br />25.50 <br />1 <br />355 -355 <br />1 <br />B-1 <br />Left Opening 2 <br />13.00 <br />25.50 <br />1 <br />823 -823 <br />B-1 <br />Right Opening 3 <br />23.50 <br />25.50 <br />1 <br />230 -230 <br />B-1 <br />Right Wall End <br />29.50 <br />25.50 <br />1 <br />1269 -1269 <br />Level 2 <br />Drag Strut <br />Strap/Blocking <br />Line- <br />Position on Wall <br />Location [ft] <br />Load <br />Force [Ibs] <br />Force [Ibs] <br />Wall <br />or Opening <br />X <br />Y <br />Case <br />---> <--- <br />---> <--- <br />Line 1 <br />1-1 <br />Right Opening 1 <br />0.00 <br />4.50 <br />1 <br />-398 398 <br />1-1 <br />Left Opening 2 <br />0.00 <br />12.00 <br />1 <br />94 -94 <br />1-1 <br />Right Opening 2 <br />0.00 <br />15.00 <br />1 <br />-171 171 <br />1-1 <br />Left Opening 3 <br />0.00 <br />23.00 <br />1 <br />398 -398 <br />Line 3 <br />3-1 <br />Right Opening 1 <br />52.00 <br />5.00 <br />1 <br />-442 442 <br />3-1 <br />Left Opening 2 <br />52.00 <br />20.00 <br />1 <br />663 -663 <br />Line A <br />A-1 <br />Right Opening 2 <br />27.50 <br />0.00 <br />1 <br />-595 595 <br />Line C <br />C-2 <br />Left Wall End <br />29.50 <br />27.50 <br />1 <br />-766 766 <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 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 />Page 43 of 52 <br />16 <br />