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. RICHARD HUDSON & ASSOC. INC. <br />CONSULTING ENGINEERS <br />1605 12TH Ave. -Suite 18 <br />SEATTLE,WASHINGTON 98122 <br />206-324-6160 <br />h ; <br />Job Everett Auto Retail <br />Sheet no.� <br />Calculate by�1 >1. <br />Checked by <br />Date 3/17 86 <br />,�i i <br />BEAM .# • , 1 ` <br />LENGTH = 20.50 FT. W(DL) _ .420 KLF W(LL) _ .880 KLF <br />REACTION = 13.33 KIPS MOMENT 68.29 FT-K / <br />5.125 X •19.5 GLB CAMBER = .44 IN e` <br />fv = 168.29 PSI fb = 2662.92 PSI <br />DEF = .91 IN. L/ 271 <br />OR <br />6.750 X 18.0 GLB CAMBER .42 <br />fv = 140.43 PSI fb - 2351.88 PSI. <br />DEF = .87 IN L/ 2814y. :M <br />�EAM # 2 r <br />LENGTH - 26.00 FT W(DL) <br />REACTION = 16.90 KIPS <br />5.125 X 24.0 GLB <br />fv 174.39 PSI <br />DEF 1.26 IN. <br />OR <br />.420 KLF W(LL) _ .880 KLF <br />MOMENT 109.85 FT-K <br />CAMBER - .61 IN <br />fb = 2893.77 PSI <br />L/ 248 <br />6.750 X 22.5 GLB CAMBER = .56 IN N, <br />fv = 142.83 PSI fb = 2481.97 PSI " <br />DEF 1.16 IN. L/ 269 <br />BEAM # 3 <br />LENGTH 28.50 FT. W(DL) _ .420 KLF W(LL) _ .880 KLF <br />REACTION - 18.53 KIPS MOMENT = 131.99 FT-K <br />5.125 X 27.0 GLB CAMBER - .62 IN <br />fv 169.10 PSI fb = 2783.49 PSI <br />DEF = 1.28 IN. L/ 268 <br />OR <br />6.750 X 24.0 GLB CAMBER - .67 IN <br />fv = 147.45 PSI fb = 2639.94 PSI <br />DEF 1.38 IN. L/ 248 <br />