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Project:514 Waverly. ,Everett,WA 98201 <br /> Seismic loads <br /> Shear design Overturning <br /> Grid Shear Length Shear SW Panel L h Aspect M of Wall R/FI M res M tot Uplift HW <br /> total uniform Type Ratio trib.H trib.L Restr. T <br /> V(Ibs) L(ft) v(plf) (ft) (ft) k/L (lb-ft) (ft) (ft) (lb-ft) (lb-ft) (lbs <br /> 1 615 15.0 41 P1-6 1-1 15.00 8 0.53 4920 8 15 15008 -10088 -673 not rqd <br /> 2 615 15.0 41 P1-6 2-1 15.00 8 0.53 4920 8 15 15008 -10088 -673 not rqd <br /> A 615 27.0 23 P1-6 A-1 12.00 8 0.67 2187 8 2 4140 -1953 -163 not rqd <br /> A-2 p 15.00 8 0.53 2733 8 2 6525 -3792 -253 not rqd <br /> Bold indicates that seismic governs <br /> p <br /> perforated panel <br /> Panel Unit h op/ f Li L Sheathing Co q' Nailing <br /> Shear h total total fi.i/L <br /> v(plf) % (ft) (ft) % (plf) <br /> A-2 23 5h/6 9 15 60 0.63 61 P1-6 <br /> Co <br /> tecinstruct LLC <br />