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Woodworks®Shearwails 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,2018 12:21:19 <br /> DRAG STRUT FORCES(flexible wind design,continued) <br /> G-3 Right Wall End 10.00 34.00 1 540 540 <br /> G-4 Left Wall End 30.00 34.00 1 540 540 <br /> G-4 Right Wall End 34.00 34.00 1 216 216 <br /> G-6 Left Wall End 36.00 34.00 1 324 324 <br /> Legend: <br /> Line-Wall-Sheariine 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 7All heights Case 1 or 2 <br /> ASCE 7 Low-rise comer;Case A or B <br /> Drag strut Force-Axial force in transfer elements at openings and gaps in walls along shearline. <br /> Based on ASD factored shearline force(vmax from 4.3.6.4.1.1 for perforated walls) <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 /> 33 <br />