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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 <br /> SEISMIC LOADS <br /> Level 2 <br /> Force Profile Location[ft] Mag[Ibs,plf,psf] <br /> Dir Start End Start End <br /> E-W Line -12.50 -11.50 86.8 86.8 <br /> E-W Point -11.50 -11.50 317 317 <br /> E-W Line -11.50 -9.00 103.8 103.8 <br /> E-W Line -9.00 0.00 103.8 103.8 <br /> E-W Point 0.00 0.00 317 317 <br /> E-W Line 0.00 1.00 86.8 86.8 <br /> N-S Line -1.00 0.00 44.2 44.2 <br /> N-S Point 0.00 0.00 97 97 <br /> N-S Line 0.00 8.50 61.2 73.5 <br /> N-S Line 8.50 12.25 73.5 79.0 <br /> N-S Line 12.25 19.50 79.0 68.4 <br /> N-S Line 19.50 23.00 68.4 63.3 <br /> N-S Line 23.00 24.50 63.3 61.2 <br /> N-S Point 24.50 24.50 97 97 <br /> N-S Line 24.50 25.50 44.2 44.2 <br /> Level 1 <br /> Force Profile Location[ft] Mag[Ibs,plf,psf] <br /> Dir Start End Start End <br /> E-W Point -11.50 -11.50 212 212 <br /> E-W Line -11.50 -9.00 44.2 44.2 <br /> E-W Line -9.00 0.00 44.2 44.2 <br /> E-W Point 0.00 0.00 212 212 <br /> N-S Point 0.00 0.00 99 99 <br /> N-S Line 0.00 8.50 29.9 29.9 <br /> N-S Line 8.50 19.50 29.9 29.9 <br /> N-S Line 19.50 23.00 29.9 29.9 <br /> N-S Line 23.00 24.50 29.9 29.9 <br /> N-S Point 24.50 24.50 99 99 <br /> Legend: <br /> Loads in table can be accumulation of loads from several building masses,so they do not correspond with a particular building element. <br /> Location-Start and end of load in direction perpendicular to seismic force direction <br /> Notes: <br /> All loads entered by the user or generated by program are specified(unfactored)loads.The program applies a load factor of 0.70 and redundancy factor to <br /> seismic loads before distributing them to the shearlines. <br /> 9 <br /> Page 34 of 63 <br />