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Woodworks®ShearWalls 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,201812:21:19 <br /> DRAG STRUT FORCES(flexible seismic design,continued) <br /> G-3 Right Wall End 10.00 34.00 978 978 <br /> G-4 Left Wall End 30.00 34.00 978 978 <br /> G-4 Right Wall End 34.00 34.00 391 391 <br /> G-6 Left Wall End 36.00 34.00 587 587 <br /> Legend: <br /> Line-Wall-Sheadine 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 elements at openings and gaps in walls along shearline. <br /> Based on ASD factored shearline force derived from the greater of: <br /> Diaphragm force Fpx from Eqn.12.10-1 plus 25%irregularity increase(12.3.3.4) <br /> Storey force Vx from Eqn 12.8-13 <br /> For perforated walls,shearline force Is vmax from 4.3.6.4.1.1.Includes redundancy factor rho. <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 /> 47 <br />