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HNLehtirien <br /> En 'neerin <br /> TABLE,so4.e.z <br /> 4120-Hoyt'Ave. , <br /> ADJUSTMENT FACTOqFOq B,-'-"iM!;MER;rr nNp SXT03llgE <br /> Everett, WA 98203 Y!AllgoDi„EggT ;,::_'; <br /> ----------- <br /> (423) 252-2373 — ”— <br /> -- <br /> n - <br /> -----— <br /> 30 ---------- <br /> LATERAL BRACING DESIGN <br /> WIND: 85 MPH <br /> tMAW <br /> 6 EXP. <br /> Pr = XKv 1 Ps3o I <br /> where <br /> D A =adjustment factor for buildinu hewh[ ::nd <br /> fn=Fig.6-2 <br /> K,, _topographiefactor asdefinedMSecrsono c•.dic;,c;a;. i <br /> at mean roof height,h <br /> D��T 1 =importance factor as dcfincd in `i^c;ion r... <br /> Pm=simplified &-,Sign wind pressure for reoosur, ;t. <br /> h —30 ft,and for/ = 1.0.from6- <br /> ASCE 7-05 W/ SUPPL,E:II":"',:"T- X V-1 <br /> End zone of wall End zone of roof Interior tore of wc!I nter!or zcnc <br /> A A = 15.90 6 = -4.20 C = 111' 60 ,_ <br /> I5 FT 1 Ps = 15.90 psf Ps= -4.20 psf Ps = 10.60 )-,Zf s -2.30 osr <br /> 20 FT 1 Ps= 15.90 psf Ps z -4.20 psf Ps _ 10.60 psf Ps = -2 30 ns` <br /> 25 FT 1 Ps= 15.90 psfPs= -4,20 psf Ps= 10.60 asf Ps = -2.j0 Ds <br /> 30 FT 1 Ps = 15.90 psf Ps= -4.20 psf Ps = 10.60 nsf Ps = -"1.,30 asf' <br /> 35 FT 1.05 Ps= 16.70 psf Ps= -4.41 psf Ps = 11.13 nsf Fs : -2.42 usf <br /> 40 FT 1.09 Ps= 17.33 psf Ps- -4,58 psf Pi ; 11.55 n.sf Ps <br /> �KZ,I PSS <br /> I,DxI, �Sxl ,nn 15, 9PSF= 18/ 2- fnoc, F- F: NjD. ti <br /> (,o x,1, ( S x I, o x 10,6 PSF = I2-, I" PsF- ! QT..-., <br /> X - X Dl R ( <br /> P ' <br /> I X tel - �� <br /> I2 114 <br /> J =- <br /> X- x DIfZ( S SE <br /> vv114D <br /> 3 <br />