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Plywood Shear ( ref.ANSI/AF&PA SDPWS) Qs•.= 2.0 (ref.section 4.3.3) n:= 1 sides <br /> Vrf <br /> wv:= = 73•plf <br /> ws <br /> (WSP)•vw6•n / wv <br /> wall :_ =435•plf checkwv := if — > 1.0,"NG","OK" <br /> fts wall 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 Bottom plate thickness diaa:= 16d Fastener Type/Size spa:= 6in Fastener spacing <br /> Z11:= vn•CD=0.23.kip Allowable load parallel to grain(ref.NDS table 12) <br /> Vsp := wv spa =0.036•kip Shear load to each anchor <br /> Vsp <br /> Checka:= if(Vsp >Z11,"NG","OK") ration:= =0.16 Checka= "OK" <br /> Zll <br /> Use 16d Nail at 6"o.c.Staggered <br /> Holdown <br /> Mot res T =0.37•kip checkT:= if(T> 1601bf,"HD REQ'D","NOT REQ'D") checkT= "HD REQ'D" <br /> ws <br /> Tall := MSTC28 = 1.15•kip Allowable tension load(Simpson MSTC28) <br /> checkHD := if T > 1.0,"NG","OK" ratio:_ —T =0.32 checkHD = "OK" <br /> Tall all <br /> Use Simpson MSTC28 w/(12)16d Sinkers into(2)2x min Post Stitch Nailed <br /> 02_Lateral Analysis.xmcd 2 <br /> .J S18 <br />