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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />SEISMIC LOADS <br />Level 2 <br />Force <br />Profile <br />Location <br />[ft] <br />Mag [lbs,plf,psf] <br />Dir <br />Start <br />End <br />Start <br />End <br />E-W <br />Line <br />-12.50 <br />-11.50 <br />86.8 <br />86.8 <br />E-W <br />Point <br />-11.50 <br />-11.50 <br />317 <br />317 <br />E-W <br />Line <br />-11.50 <br />-9.00 <br />103.8 <br />103.8 <br />E-W <br />Line <br />-9.00 <br />0.00 <br />103.8 <br />103.8 <br />E-W <br />Point <br />0.00 <br />0.00 <br />317 <br />317 <br />E-W <br />Line <br />0.00 <br />1.00 <br />86.8 <br />86.8 <br />N-S <br />Line <br />-1.00 <br />0.00 <br />99.2 <br />99.2 <br />N-S <br />Point <br />0.00 <br />0.00 <br />97 <br />97 <br />N-S <br />Line <br />0.00 <br />8.50 <br />61.2 <br />73.5 <br />N-S <br />Line <br />8.50 <br />12.25 <br />73.5 <br />79.0 <br />N-S <br />Line <br />12.25 <br />19.50 <br />79.0 <br />68.4 <br />N-S <br />Line <br />19.50 <br />23.00 <br />68.4 <br />63.3 <br />N-S <br />Line <br />23.00 <br />24.50 <br />63.3 <br />61.2 <br />N-S <br />Point <br />24.50 <br />24.50 <br />97 <br />97 <br />N-S <br />Line <br />24.50 <br />25.50 <br />99.2 <br />99.2 <br />Level 1 <br />Force <br />Profile <br />Location <br />[ft] <br />Mag [lbs,plf,psf] <br />Dir <br />Start <br />End <br />Start <br />End <br />E-W <br />Point <br />-11.50 <br />-11.50 <br />212 <br />212 <br />E-W <br />Line <br />-11.50 <br />-9.00 <br />99.2 <br />99.2 <br />E-W <br />Line <br />-9.00 <br />0.00 <br />99.2 <br />99.2 <br />E-W <br />Point <br />0.00 <br />0.00 <br />212 <br />212 <br />N-S <br />Point <br />0.00 <br />0.00 <br />99 <br />99 <br />N-S <br />Line <br />0.00 <br />8.50 <br />29.9 <br />29.9 <br />N-S <br />Line <br />8.50 <br />19.50 <br />29.9 <br />29.9 <br />N-S <br />Line <br />19.50 <br />23.00 <br />29.9 <br />29.9 <br />N-S <br />Line <br />23.00 <br />24.50 <br />29.9 <br />29.9 <br />N-S <br />Point <br />24.50 <br />24.50 <br />99 <br />99 <br />Legend: <br />Loads in table can be accumulation of bads 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) Ioads.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 />