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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />COLLECTOR FORCES (flexible seismic desian) <br />Level 1 <br />Drag <br />Strut <br />Strap/Blocking <br />Line- <br />Position on Wall <br />Location [ft] <br />Force [Ibs] <br />Force [Ibs] <br />Wall <br />or Opening <br />X <br />Y <br />---> <br /><--- <br />---> <--- <br />Line 1 <br />Shearline force <br />6807 <br />6807 <br />1-1 <br />Left Opening 1 <br />0.00 <br />12.50 <br />2514 <br />-534 <br />1-1 <br />Right Opening 1 <br />0.00 <br />15.50 <br />1713 <br />267 <br />Line A <br />Shearline force <br />5047 <br />5047 <br />A-1 <br />Left Opening 1 <br />30.50 <br />0.00 <br />1787 <br />2957 <br />A-1 <br />Right Opening 1 <br />33.50 <br />0.00 <br />1496 <br />3248 <br />Line B <br />Shearline force <br />10549 <br />10549 <br />B-1 <br />Left Opening 1 <br />5.51 <br />25.50 <br />1722 <br />-1722 <br />B-1 <br />Right Opening 1 <br />7.50 <br />25.50 <br />1316 <br />-1316 <br />B-1 <br />Left Opening 2 <br />13.00 <br />25.50 <br />3038 <br />-3038 <br />B-1 <br />Right Opening 2 <br />16.00 <br />25.50 <br />2429 <br />-2429 <br />B-1 <br />Left Opening 3 <br />20.50 <br />25.50 <br />2389 <br />-2389 <br />B-1 <br />Right Opening 3 <br />23.50 <br />25.50 <br />1780 <br />-1780 <br />B-1 <br />Right Wall End <br />29.50 <br />25.50 <br />4564 <br />-4564 <br />Level 2 <br />Drag <br />Strut <br />Strap/Blocking <br />Line- <br />Position on Wall <br />Location [ft] <br />Force [Ibs] <br />Force [Ibs] <br />Wall <br />or Opening <br />X <br />Y <br />---> <br /><--- <br />---> <--- <br />Line 1 <br />Shearline force <br />2882 <br />2882 <br />1-1 <br />Right Opening 1 <br />0.00 <br />4.50 <br />-472 <br />472 <br />1-1 <br />Left Opening 2 <br />0.00 <br />12.00 <br />129 <br />-129 <br />1-1 <br />Right Opening 2 <br />0.00 <br />15.00 <br />-185 <br />185 <br />1-1 <br />Left Opening 3 <br />0.00 <br />23.00 <br />472 <br />-472 <br />Line 3 <br />Shearline force <br />2882 <br />2882 <br />3-1 <br />Right Opening 1 <br />52.00 <br />5.00 <br />-524 <br />524 <br />3-1 <br />Left Opening 2 <br />52.00 <br />20.00 <br />786 <br />-786 <br />Line A <br />Shearline force <br />2568 <br />2568 <br />A-1 <br />Right Opening 2 <br />27.50 <br />0.00 <br />-1358 <br />1358 <br />Line C <br />Shearline force <br />3195 <br />3195 <br />C-2 <br />Left Wall End <br />29.50 <br />27.50 <br />-1813 <br />1813 <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 />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 shown. For SDC C-F, it is the greater of the design shearline force and the diaphragm force Fpx, added <br />to shearline force from story above and to forces transferred from discontinuous shearlines factored by overstrength (omega) as per 12.10.1.1. <br />Refer to Seismic Information table for diaphragm forces and omega factor. <br />For SDC D-F, if horizontal torsional irregularities 2, 3, or 4 are input, or vertical irregularity 4 detected or input, 25% increase from 12.3.3.4 applied. <br />For perforated walls, this force is converted to vmax using 4.3.6.4.1.1. <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 50 of 52 <br />42 <br />