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Page 10 of 10 <br /> TUFF SHEDW <br /> Storage Builqings a Garages <br /> 17777 South Harrison Sireet,Sui[e 600 • Denver,CO 80210 <br /> oifice:303-753-8833 • facsimile:303-782-5027 <br /> Bearing Wall Calcula ions <br /> Lumber <br /> Axial Load Hem Fir Stud <br /> Stud Spacing= 16 in.o.c. F6=675 psi <br /> Max.Load on wall= 505.9 plf F�=400 psi <br /> F� 150 psi <br /> depth=3.50 in. F�P=405 psi <br /> width= 1.50 in. F�800 psi <br /> No.of inembers= 1 Em,�440,000 psi <br /> Length(depth)=92.58 in. unbraced length(depth)(x)in.) E= 1,200,000 psi <br /> Length(width)= 12.0 in. unbraced length(width)(y)in.) LumberFactors <br /> K�.�= 1 effective length factor(x) Co= 1 15 Duration for gravity load <br /> Ke�Y�= 1 effective length factor(y) CM= �.00 Wet Service <br /> K�E=0.3 Ct= 1.00 Temperature <br /> c=0.8 C�= 1.00 Beam Stabitity <br /> CF= 1.05 Size for F� <br /> Load=675 Ibs. Load per stud C�� 1.00 Flat Use <br /> C,= 1.00 Incising <br /> A=5.25 sq.in. C� 1 15 Repetitive Member <br /> (Vd)x 26.45 C�= 1.00 Form <br /> (I/d)y=8.00 CT= �.00 Buckling Stiffness(2005 NDS 4.4.2) <br /> E'mi�440,000 psl CF= 1 10 SI2e fof Fy <br />� Cp= 1.60 Duration for lateral load <br /> C� 1.50 Repetitive Member(wind) <br /> Weak Axis Calculations(y) Strong Axis Calculations(x) <br /> F�E=5651.25 F�E=516.92 <br /> F'�966.00 F`�966.00 <br /> F�E�F'�5.85 F�E/F`�0.54 <br /> 1+F�E/F'�J2c=4.28 1+F�E/F'�J2c=0.96 <br /> Cp=0.9s Cp=�.46 <br />, F�929.41 F�442.24 <br />' Pa��avrade=4,8791bs. Paoowade 2,3221bs. <br /> Good/No Good? O.K. GoodMo Good? O.K. <br /> Wind Load <br /> Wind load per stud=-37.2 plf <br /> Moment=-3,320 in.-Ibs. <br /> Reaction=-143 Ibs. <br /> Header depth= 3.50 in. <br /> Total header width= 1.50 in. <br /> Header span= S.0 ft. <br /> Bending <br /> S% 3.06 cu.in. <br /> F'6= 1782 psi <br /> fb= -1084 psi <br /> Good/No Good? O.K. <br /> Shear <br /> F'� 240 psi <br /> f� -41 psi <br /> Good/No Good? O.K. <br /> Combined Bending and Axial Loading <br /> F'�615.29 combine allowable compre ive stress <br /> f�51 psi combine compressive stres ` <br /> Combined stress index= -0.67 � <br /> Good/No Good? O.K. <br />