Laserfiche WebLink
WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 <br /> COLLECTOR FORCES(flexible wind design) <br /> Level 1 Drag Strut Strap/Blocking <br /> Line- Position on Wall Location[ft] Load Force[Ibs] Force[Ibs] <br /> Wall or Opening X Y Case <br /> Line 1 <br /> 1-1 Right Opening 1 0.00 -4.00 1 -1850 1850 <br /> Line 2 <br /> 2-1 Right Opening 1 24.50 -4.00 1 -1350 1850 <br /> Line A <br /> A-i Left Opening 1 11.00 -11.50 1 75 -95 <br /> A-1 Right Opening 1 14.00 -11.50 1 -61 42 <br /> Line B <br /> B-1 Left Opening 1 4.00 0.30 1 539 -299 , <br /> B-1 Right Opening 1 20.50 0.00 1 -212 451 <br /> Level 2 Drag Strut Strap/Blocking <br /> Line- Position on Wall Location[ft] Load Force[Ibs] Force[Ibs] <br /> Wall or Opening X Y Case <_-- <br /> Line 1 <br /> 1-2 Left Wall End 0.00 -9.00 1 -278 278 <br /> Line 2 <br /> 2-1 Left Opening 1 24.50 -8.50 1 -388 388 <br /> 2-1 Right Opening 1 24.50 -2.50 1 323 -323 <br /> 2-1 Left Opening 1 24.50 -8.50 752 752 <br /> 2-1 Right Opening 1 24.50 -2.50 627 627 <br /> Line A <br /> A-2 Left Wall End 8.50 -11.50 1 -176 176 <br /> A-2 Right Wall End 19.50 -11.50 1 103 -103 <br /> Line B <br /> B-1 Right Opening 1 4.00 0.00 1 -83 83 <br /> B-1 Left Opening 2 8.50 0.00 1 163 -163 <br /> B-1 Right Opening 2 20.50 0.00 1 -85 85 <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 /> 14 <br /> Page 39 of 63 <br />