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W---I <br /> • <br /> IIIIIII ill= SHUTLER JOB <br /> _ I - CONSULTING SHEET No. OF <br /> ( illW gill CALCULATED BY DATE <br /> 12503 Bel-Red Road,Suite100 CHECKED BY DATE <br /> Bellevue,WA 98005 <br /> (425)450-4075 -- FAX 450-4076 SCALE <br /> STUD WALL DESIGN --COMBINED AXIAL PLUS BENDING <br /> Description: Exterior stud wall <br /> Uniform Loads on Wall D.O.L. <br /> Dead Load 160'00 Pounds per foot 0.90 <br /> Live Load 0.00 Pounds per foot 1.00 <br /> Snow Load 200.00 Pounds per foot 1.15 <br /> Lateral Load on Wall 12.80 PSF 1.60 <br /> Stud Spacing 16.00 Inches on center <br /> Stud Height 16.00 Feet <br /> Stud Properties <br /> Size Grade "E" "Ernie' Fc Parallel Fc Perp Fb Width Depth <br /> 2x6 DF#2 1600 580 1485 625 1346 1.50 5.50 <br /> Area S I <br /> 8.25 7.56 20.80 <br /> c'= 0.8 Fc*= D.O.L. *Fb <br /> Fc0= (0.822*Em1e)/(le/d)^2 le= K*L K= 1.00 <br /> Axial Load fa Design Bending fb F'c Unity <br /> (pounds) (PSI) Height Moment (PSI) (PSI) <br /> Le(Ft.) (Ft-Lb) <br /> Case I <br /> D.L. Only 213 26 16.00 0 0 364 0.005 <br /> Case II <br /> D.L.+L.L. 213 26 16.00 0 0 367 0.005 <br /> Case III <br /> DL+LL+SL 480 58 16.00 0 0 371 0.025 <br /> Case IV <br /> DL+.5*SL+WL 347 42 16.00 546 867 377 0.463 <br /> Case V <br /> DL+SL+.5*WL 480 58 16.00 273 433 377 0.260 <br /> Case VI <br /> DL+LL+.5*SL+WL 347 42 16.00 546 867 377 0.463 <br /> Case VII <br /> DL+LL+SL+.5*WL 480 58 16.00 273 433 377 0.260 <br /> Deflection 0.756 in ===> Span/ 254 <br />