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Pitzer&Associates, PLLC 23-109 1SL 4GL ESDLR IBC ver18-1.xmcd 4/12/2023 <br /> 10.0 Overturning Forces <br /> Tributary Area of <br /> Line Width Length WTI Ht Roof RoofAdi Floor FloorAdi Uplift Force <br /> 1.1 w1.1:=9•ft Li.i = 19ft Hmot H1 Tr:=3.ft Tr2:= 13•ft Tf:=0•ft Tf2:=0•ft <br /> f►�-.Overturning Calculations <br /> 2.1 w2.1:=4•ft L2.1 =36ft nHi=H1 a= 11•ft =3.ft a=0•ft =0•ft T1.1=-5081b <br /> ,►,.,..,Overturning Calculations- <br /> -- --�---• ----- -- <br /> 3.1 w3.1:= 11•ft L3.1 =22ft =Hi zrsi= 13.5•ft Tart.=3.ft Zri=0•ft j c=0•ft T2,1= 101b <br /> )(,t„-Overturning Calculations <br /> 4.1 w4.1:=2.3.ft L4.1 = 19.8ft = H1 N =3.ft =5•ft a=0.ft T ,=0•ft T3.1=-2851b <br /> 1 -Overturning Calculations <br /> A.1 WA,1:=2.5•ft LA•1 =29ft MHO:= Hi j=3-ft := 11•ft ,=0•ft Tom=0•ft T4.1 =-961b <br /> .r...F6 Overturning Calculations <br /> B.1 wB•1: 3.5-ft LB.1=31.5ft t := 14.ft a= 12•ft =3.ft =0•ft _0•ft Tat=-5341b <br /> 1 -Overturning Calculations <br /> C.1 wc•1:_4•ft LC1 = 15ft ^sh =Hi /L= 12•ft zge 3.ft MTV:=0•ft TM =0•ft Tg_1=771b <br /> _il-;Overturning Calculations--- - -- - __--- <br /> D.1 wp.1:=3.ft Lp•1 = 13.5ft H ,i= Hi ,4;=3.ft j:= 10•ft j:=0-ft laki•-=0-ft TC•1 = 10791b <br /> f - Overturning Calculations - <br /> Tp_1 =-273 lb <br /> 1SL Version 18.1 Page 10 <br />