Laserfiche WebLink
Title : <br />Job # <br />' <br />Dsgnr: Dale: <br />Description <br />Scope: <br />ur« uwaeo2ue. w s .. zoo? <br />Plywood Shear Wall & Footing <br />Pape 1 <br />Page <br />2,,g <br />t<ntb7-zoo? ENERCALC Ergnwr.q 6<ftwn� <br />7SSwi i� <br />Description Al <br />General Information <br />Code Ref: 1997/2001 NDS, 2DD02DD3 IBC, 2003 NFPA 50Do. Base allowabies are user defined <br /># Plywood Layers 1 .._ <br />Wall Length <br />30.000 ft End Post Dimension <br />3.00 <br />Plywood Grade Grade C-D <br />Wall Height <br />8.000 ft Seismic Factor <br />0.00g <br />Nail Size 8d <br />Wall Weight <br />7.000 psf Nominal SIII Thick. <br />2.00 <br />Thickness 7/16' <br />Ht/Length <br />0.267 <br />Stud Spacing 16.00 In <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00psf <br />Pnint Load # 1 0.00 firs <br />at 0.D0 ft <br />Point Load # 2 0.00 Ibs <br />at 0.00 ft <br />Paint Load # 3 0.00 Ibs <br />at 0.00 8 <br />Uniform Load # 1 0.00 #/D <br />0.00 a <br />to 0.00 ft <br />Uniform Load # 2 0.00 #/8 <br />9.00 fl <br />to 0.00 ft <br />Lateral Loads... <br />Uniform Shear ® Top of Wall <br />77.30 #/ft <br />30.000 ft 2,31900 Ibs <br />Uniform Shea, Q Top of Wall <br />0.00 #/fl <br />30.000 ft = 0.00 Ins <br />Strut Force Applied Q Top of Wall <br />0.00 Ibs <br />Strut Force Applied C Top of Wall <br />0.00 Ibs <br />Moment Applied ® Top of Wall <br />0.D0 N.# <br />7mary <br />Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in Q Edges, 8d at 12 in ® Field <br />Applied Shear = 77.3#Ift, Capacity = 260.000#Ift -> OK <br />Wall Overturning = 18,552.0144, Resisting Moment = 25,200.0114, End Uplift = 0.00lbs <br />Max. Soil Pressures: Q Left = 340.1 psf, @ Right = 340.1 psf <br />SIII Bolling: 1/2" Bolts @ 48.00in, 5/8" Bolts ® 48.00in, 3/4" Bolts Q 48.00in <br />