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WoodWorks® Shearalls w 2352.wsw Feb.20,2023 13:29:46 <br /> COLLECTOR FORCES(rigid seismic design) <br /> Level 1 Drag Strut Strap/Blocking <br /> Line- Position on Wall Location[ft] Force[Ibs] Force[Ibs] <br /> Wall or Opening X Y <br /> Line 1 <br /> Shearline force 1430 1430 <br /> 1-1 Right Opening 1 0.00 -4.00 -932 936 <br /> Line 2 <br /> Shearline force 1453 1453 <br /> 2-1 Right Opening 1 24.50 -4.00 -947 944 <br /> Line A <br /> Shearline force 2077 2077 <br /> A-1 Left Opening 1 11.00 -11.50 146 -169 <br /> A-1 Right Opening 1 14.00 -11.50 -109 85 <br /> Line B <br /> Shearline force 685 685 <br /> B-1 Left Opening 1 4.00 0.00 447 -137 <br /> B-1 Right Opening 1 20.50 0.00 -14 325 <br /> Level 2 Drag Strut Strap/Blocking <br /> Line- Position on Wall Location[ft] Force[Ibs] Force[Ibs] <br /> Wall or Opening X Y <br /> Line 1 <br /> Shearline force 1068 1068 <br /> 1-2 Left Wall End 0.00 -9.00 -232 230 <br /> Line 2 <br /> Shearline force 913 913 <br /> 2-1 Left Opening 1 24.50 -8.50 -277 280 <br /> 2-1 Right Opening 1 24.50 -2.50 231 -233 <br /> 2-1 Left Opening 1 24.50 -8.50 537 542 <br /> 2-1 Right Opening 1 24.50 -2.50 447 452 <br /> Line A <br /> Shearline force 1326 1326 <br /> A-2 Left Wall End 8.50 -11.50 -460 461 <br /> A-2 Right Wall End 19.50 -11.50 271 -271 <br /> Line B <br /> Shearline force 345 545 <br /> B-1 Right Opening 1 4.00 0.00 -89 88 <br /> B-1 Left Opening 2 8.50 0.00 156 -151 <br /> B-1 Right Opening 2 20.50 0.00 -111 112 <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 la or lb are detected,or if other horizontal irregularities are input,or if vertical irregularity 4 <br /> 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 /> 35 <br /> Page 60 of 63 <br />