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( Title : <br />Dsgnr: <br />Description <br />Scope <br />�Vwsll +ate w Plywood Shear Wall & Footing <br />General Informat <br /># Plywood Layers <br />Plywood Grade <br />Nall Size <br />Thickness <br />Stud Spacing <br />Date: <br />Code Raf: 1997/2001 Nos, 2000/2W31BC, 2003 NFPA 5000. Base al <br />1 Wall Length 17.500 % End Post Oimensk <br />Grade C•D Wall Height b.DDO It Seismic Factor <br />6d Wall Weight 7.0DO pal Naninal Slit Thick. <br />7/16- HI / Length 0.457 <br />16.00 in <br />Loads <br />Vertical Loads... <br />Overburden Load o%er Footing <br />Panl Load # 1 0.00 this <br />at <br />0.00 It <br />Point Load It 2 0.00 Ibs <br />at <br />0.00 It <br />Point Load # 3 0.00 Ibs <br />at <br />0.00 It <br />Uniform Load # 1 150.00 li <br />0.00 it <br />to 17.50 It <br />Uniform Load # 2 0.00 #/0 <br />0.00 11 <br />to 0.00 it <br />Latoral Loads... <br />Uniform Shear @ Top of Wall <br />30.60 #/ft <br />17.5000 c 535,50 Ibs <br />Uniform Shear @ Top of Wall <br />0.00 #/It <br />17.500 # - 0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.D0 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Moment Applied @ Top of Wall <br />0.00 D-# <br />Job# <br />are user <br />-r <br />0.000 <br />2.0D <br />nmary I-- — — Design OK <br />woommilmummmm <br />Wall Summary... <br />Using 7116" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field <br />Applied Shear = 30.6#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 4,284.Ort-#, Resisting Moment - 31,543.8f1-1111, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = 443.4psf, @ Right = 445.4psf <br />Sill Bolling: 1/2" Bolts @ 48.00in, 518" Bolls @ 48.001n, 3/4" Bolts @ 48.00in <br />1 <br />