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• RICHARD HUDSON & ASSOC. INC. Job Everett Auto Retail <br />CONSULTING ENGINEERS Sheet no. K-3 <br />1605 12TH Ave. -Suite 18 Calculate by " -A. <br />SEATTLE,WASHINGTON 98122 Checked by <br />206-324-6160 Date 3/17 86 <br />BEAM # 4 <br />LENGTH - 31.00 FT. W(DL) _ .420 RLF W(LL) _ .880 RLF <br />REACTION - 20.15 RIPS MOMENT - 156.16 FT-R <br />5.125 X 30.0 GLB CAMBER = .63 IN + <br />fv 164.80 PSI fb = 2698.89 PSI <br />DEF = 1.30 IN. L/ 286 <br />OR <br />6.750 X 25.5 GLB CAMBER = .78 IN <br />fv 151.52 PSI fb = 2785.47 PSI' <br />DEF = 1.61 IN. L/ 231 <br />�AM # 5 . <br />LENGTH = 34.50 FT. W(DL) _ .420 RLF W(LL) _ .880 RLF <br />REACTION - 22.43 RIPS MOMENT - 193.42 FT-R <br />5.125 X 33.0 GLB CAMBER = 73 IN <br />fv 167.18 PSI fb 2792.00 PSI ,3 <br />DEF 1.50 IN. L/ 276 "**'3#offs::XK <br />OR <br />6.750 X 28.5 GLB CAMBER = .86 IN <br />fv 150.78 PSI fb 2796.20 PSIr <br />DEF = 1.77 IN. L'/ 234�� <br />BEAM # 6 <br />LENGTH 35.h0 FT. W(DL) _ .420 RLF W(LL) _ .880 RLF <br />REACTION - 22.75 RIPS MOMENT 199.06 FT-R <br />5.125 X 33.0 GLB CAMBER .77 IN <br />fv 170.06 PSI fb = 2873.51 PSI <br />DEF 1.59 IN. L/ 264 <br />OR <br />• 6.750 X 28.5 GLB CAMBER = .91 IN C{'%) <br />fv = 153.31 PSI fb - 2877.84 PSI -^ <br />DEF - 1.87 IN. L/ 224 <br />