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Plywood Shear( ref.ANSI/AF&PA SDPWS) sts:= 2.0 (ref.section 4.3.3) n := 1 sides <br /> wv:= Vrf = 133•plf <br /> ws <br /> (WSP)•vw6•n / wv <br /> wall :_ =435•plf checkwv:= if — > 1.0,"NG","OK" <br /> `Fall checkwv = "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 Sill plate thickness diaa:= 16d Nail Size spa:= 6in Nail spacing <br /> Zll:= vn•CD=0.23•kip Allowable load parallel to grain(ref.NDS table 12) <br /> Vsp := wvspa = 0.067•kip Shear load to each nail <br /> V <br /> Checka:= if(Vsp > Zip"NG","OK") ratioa:= Vsp = 0.29 Checka = "OK" <br /> Z11 <br /> Use 16d Nail at 6"o.c.Staggered <br /> Sill Plate Anchorage CD:= 1.6 <br /> tsp:= l.sin Sill plate thickness diaa:= 0.5in Anchor Diameter spa:= 42in Anchor spacing <br /> Zll:= VA.S 2x'CD= 1.04•kip Allowable load parallel to grain(ref.NDS table 12) <br /> Vsp := wvspa =0.466•kip Shear load to each anchor <br /> Checka:= if(Vsp >Zll,"NG","OK") ratioa := Vsp =0.45 Checka= "OK" <br /> Zll <br /> Use 1/2"Dia.Anchor at 42"o.c.(7"min.embed) <br /> 02_Lateral Analysis.xmcd 49-3 <br /> S22 <br />