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CTitle: Job # <br />Dsgnr. Date: <br />Description <br />stops: <br />Plywood Shear Wall & Footing 285 <br />B2 <br />1 <br />General Information <br />Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined M <br /># Plywood Layers 1 <br />Well Length <br />28.0m it <br />End Post Dimension <br />3.00 in <br />Plywood Grade Grade C-D <br />Wall Height <br />8,000 N <br />Seismic Factor <br />0.000 <br />Nall Size Bd <br />Wall Weight <br />7.000 psf <br />Nominal Sill Thick. <br />2.00 <br />Thickness 15132' <br />HI / Length <br />0,286 <br />Stud Sparing 16.00 in <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00psf <br />Point Load # 1 0.00 Ibs <br />at <br />0.00 it <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 It <br />Point Load # 3 0.00 Ibs <br />at <br />0 00 0 <br />Uniform Load # 1 175.00 ##t <br />0.00 It <br />to 28.00 it <br />Uniform Load # 2 0.00 ##t <br />0.00 It <br />to 0.00 It <br />Lateral Loads... <br />Uniform Shear ® Top of Wall <br />223.20 #ill <br />28.00E 11 = <br />6,249.60 Ibs <br />Uniform Shear Q Top of Wall <br />0.00 #tit <br />28.0001t = <br />0.00 Ibs <br />Strut Force Applied 0 Top of Wall <br />0,00 Ibs <br />Strut Force Applied vJ, Top of Wall <br />0.00 Ibs <br />Moment Applied Q Top of Wall <br />0.00 It-# <br />amary III Design OK <br />Wall Summary... <br />Using 15132" Thick Grade C•D on 1 side/s, Nailing is Bid at 6 in Q Edges, 8d at 12 in Q Field <br />Applied Shear = 223.2#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 49,996.8ft-#, Resisting Moment = 90,552.Oft-#, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = b10.7psf, Q Right = 810.7psf <br />SIII Bolting: 1/2" Bolts Q 45.41In, 5/8" Bolts @) 48.001n, 3/4" Bolts @ 48.00in <br />