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Holdown <br /> — of res T =0.66•kip checkT:= if(T> 1501bf,"HD REQ'D","NOT REQ'D") checkT="HD REQ'D" <br /> ws <br /> Tall := LTT19 = 1.31•kip Allowable tension load(Simpson LTT19) <br /> checkHD := if(—T > 1.0,"NG","OK" ratio:= T = 0.5 checkHD = "OK" <br /> Tall I Tall <br /> Anchor <br /> Mot 0.9 <br /> —Mres' <br /> TLD 0.6 0.6 Tension in anchor bolt(LRFD) TLD= 1.16 kip <br /> ws <br /> Use Simpson LTT19 w/1/2"Dia.Anchor,8"min.embed(Ref.Anchor Output) <br /> Footing Uplift <br /> Lftg:= ws+ 5ft= 13 ft Length of footing tslab:= 0in Slab thickness <br /> Wftg:= 1.33ft Width of footing tribslab:= l Oft Slab tributary <br /> t ftg:= 6in Thickness of footing tstem := 6in Stem wall thick <br /> trib <br /> :— <br /> 4ft Fbor/deck tributary htstem := 18in Stem wall height <br /> flr <br /> L <br /> Wtresist:_ L(Wftg.tftg+ tslab.tribslab + tstem.htstem)•150pcf + trib flr DLL]• 2 g = 1.77•kip Weight resisting uplift <br /> checkftg:= if(wtresist >T,"OK" ,"NG") ratio := T =0.37 checkftg= "OK" <br /> Wtresist <br /> Use 1'-4"W x 6"D footing w/(2)#4 Long.,#4 @ 10"o.c.Trans <br /> 02_Lateral Analysis.xmcd / / 2 <br /> 7 ,/ S23 <br />