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Project:514 Waverly, Everett,WA 98201 <br /> Wind loads <br /> Shear design Overturning <br /> Grid Shear Length Shear SW Panel L h Aspect M of Wall R/Fl M res M tot Uplift NW <br /> total uniform Type Ratio trib.H trib.L Restr. T <br /> V(Ibs) L(ft) v(pif) (ft) (ft) k/L (lb-ft) (ft) (ft) (lb-ft) (lb-ft) (lbs <br /> 1 1730 15.0 115 P1-6 1-1 15.00 8 0.53 13840 8 15 15008 -1168 -78 not rqd <br /> 2 1730 15.0 115 P1-6 2-1 15.00 8 0.53 13840 8 15 15008 -1168 -78 not rqd <br /> A 720 27.0 27 P1-6 A-1 12.00 8 0.67 2560 8 2 4140 -1580 -132 not rqd <br /> A-2 p 15.00 8 0.53 3200 8 2 6525 -3325 -222 not rqd <br /> Bold indicates that wind governs <br /> p <br /> perforated panel <br /> Panel Unit h op/ E Li L Sheathing Co q' Nailing <br /> Shear h total total ai/L <br /> v(pif) % (ft) (ft) % (plf) <br /> A-2 27 5h/6 9 15 60 0.63 71 P1-6 <br /> ram-tecinstruct LLC <br />