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Plywood Shear ( ref.ANSI/AF&PA SDPWS) fts:= 2.0 (ref.section 4.3.3) n := l sides <br /> Vrf <br /> wv:= =47.plf <br /> ma's <br /> (WSP)•vw6.n ( �'v <br /> wall :_ =435•plf checkwv:= if — > 1.0,"NG","OK" <br /> its wall check v = "OK" <br /> Single Sided 15/32"sheathing w/10d @ 6"O.C.Panel Edges @ 12"O.C. <br /> Interior Supports(ref.table 4.3A) <br /> Bottom Plate Nailing CD:= 1.6 <br /> tsp:= 1.5in Bottom plate thickness diaa:= 16d Fastener Type/Size spa:= 6in Fastener spacing <br /> Zll := vn•CD=0.23•kip Allowable load parallel to grain(ref.NDS table 12) <br /> Vsp := wvspa =0.023•kip Shear load to each anchor <br /> sp <br /> Checka:= if(Vsp >Zll,"NG","OK") ratioa:= zll = 0.1 Checka= "OK" <br /> ll <br /> Use 16d Nail at 6"o.c.Staggered <br /> Holdown <br /> Mot- Mres T _0.15•kip checkT:= if(T > 1601bf,"HD REQ'D","NOT REQ'D") checkT= "NOT REQ'D" <br /> ma's <br /> 02_Lateral Analysis.xmcd l -3l S15 <br />