Laserfiche WebLink
Title : I. <br />Dsgnr. <br />Descriplicn <br />Scope: <br />Plywood Shear Wall & Footing <br />Et <br />Date: <br />Job # <br />1 <br />General Information Code Ref: 109712001 Nos, 2000/20031BC, 2003 NFPA 50DO. Base allowables aro user defined <br />r' End Post Dimension 3.001n <br />Or Plywood Layers 1 Wall Length 4.670 ft <br />Plywood Grade Grade C-D Wall Height 8.000 It Seismic Factor 0,000 <br />Nail Size Bid Wall Weight 7.ODO psi Nominal Sill Thick. 2.00 <br />Thl:kness 7116' HII Length 1.713 <br />Stul Spacing 16.00 In <br />Loads _ <br />Vertical Loads... Overburden Load over Footing O.DOpsf <br />Point Load N 1 0.00 Ibs at 0.00 If <br />Point Load If 2 0.00 Ibs at 0.00 It <br />Point Load # 3 0.00 The at O.Do 11 <br />Uniform Load # 1 150.00 #/ft 0.0D ft to 4.67 it <br />Uniform Load # 2 0.00 #/It 0.00 It to 0.00 1t <br />Lateral Loads... <br />Uniform Shear @ Top of Was 40.00 #M 4.67011 a 186.80 Ibs <br />Uniform Shear @ Top of Wall 0.00 #/11 4 670ft - 0.00 lb <br />Strut Force Applied @ Top of Wall 0.00 Ibs <br />Strut Force Applied @ Top of Wall 0.00 Ibs <br />Moment Applied @ Top of Wall 0.00 ft-# <br />Summary �— Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is Bid at 6 in @ Edges, Bid at 12 in @ Field <br />Applied Shear = 40.0#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 1,494.4ft-#, Resisting Moment - 2,246.3ft-011, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = 834.6psf, @ Right = 834.6psf <br />Sill Bolting: 1/2" Bolts @ 48.001n, 518" Bolls @ 48.00in, 314" Bolts @ 48.00in <br />