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• ( TUFF SHED' Page 5of9
<br /> 5u
<br /> Trimmer for Header.Wall A,Hdr I Trimmer for Header.Wall B,Hdr 1
<br /> HF Stud HF Stud
<br /> F,=675 psi Fb=675 psi
<br /> Load=743 lbs. F,=400 psi Load=918 lbs. F,=400 psi
<br /> width=3.50 in. F,=150 psi width=3.50 in. F,=150 psi
<br /> thickness 1.50 in. F,y=405 psi thickness=1.50 in. F,p=405 psi
<br /> No.of members=1 Fe 800 psi No.of members=1 F5 800 psi
<br /> Unbraced Length(x)(width)=90.0 in. E,,;,,=440,000 psi Unbraced Length(x)(width)=90.0 in. E,,,,=440,000 psi
<br /> Unbraced Length(y)(thickness)=6.0 in. Unbraced Length(y)(thickness)=6.0 in.
<br /> Effective Length factor,K,p,=1 Lumber Factors Effective Length factor,K,,,,=1 Lumber Factors
<br /> Effective Length factor,K,po=1 Co=1.15 Duration Effective Length factor,K,,,,=1 Co=1.15 Duration
<br /> CM=1.00 Wet Service C„=1.00 Wet Service
<br /> c=0.8 C,=1.00 Temperature r 0.8 C,=1.00 Temperature
<br /> A=5.25 sq.in. CL=1.00 Beam Stability A=5.25 sq.in. Ck=1.00 Beam Stability
<br /> (I/d),=25.71 Cr=1.05 Size (Vd),=25.71 CF=1.05 Size
<br /> (I/d),=4.00 Ca,=1.00 Flat Use (I/d)y 4.00 C,,,=1.00 Flat Use
<br /> E',,;„=440,000 psi C,=1.00 Incising E',,,„440,000 psi C,=1.00 Incising
<br /> C,=1.00 Repetitive Member C,=1.00 Repetitive Member
<br /> C,=1.00 Form C,=1.00 Form
<br /> Cr=1.00 Buckling Stiffness Cr=1.00 Buckling Stiffness
<br /> Weak Axis Calculations(y) Strong Axis Calculations(x) Weak Axis Calculations(y) Strong Axis Calculations(x)
<br /> F,E=22605.00 F,E=546.99 F,E=22605.00 F,E=546.99
<br /> F•r:966.00 F•,.966.00 F•,=966.00 F•,=966.00
<br /> F,£/F•,=23.40 Fcp/F•r=0.57 F,E/F•,=23.40 F,E/F•,=0.57
<br /> 1+FcE/F•,/2r 15.25 1+F,E/F•,/2r 0.98 1+F,E/F•,/2r 15.25 1+F,e/F•J2r 0.98
<br /> Cp=0.99 Cp=0.48 Cp=0.99 Cp=0.48
<br /> F.=957.53 F',=462.19 Fe 957.53 F.=462.19
<br /> P,,,,,b,,=5,027 lbs. P,,,,,,y=2,428 lbs. P,,,,,„,,,,=5,027 lbs. P,,,,,e,,=2,426 lbs.
<br /> Good/No Good? O.K Good/No Good? O.K. Good/No Good? O.K. Good/o Good? O.K.
<br /> Trimmer for Header.Wall C,Hdr 1-2 Trimmer for Header.Wall 0,Hdr 1-4
<br /> HF Stud HF Stud
<br /> Fp=675 psi Fp=675 psi
<br /> Load=165 lbs. F,400 psi Load=1,037 lbs. F,=400 psi
<br /> width=3.50 in. F„=150 psi width=3.50 in. F„=150 psi
<br /> thickness=1.50 in. F,p=405 psi thickness=1.50 in. F,p=405 psi
<br /> No.of members=1 F;800 psi No.of members=1 F;800 psi
<br /> Unbraced Length(x)(width)=90.0 in. E,,,,,=440,000 psi Unbraced Length(x)(width)=90.0 in. E„n=440,000 psi
<br /> Unbraced Length(y)(thickness)=6.0 in. Unbraced Length(y)(thickness)=6.0 in.
<br /> Effective Length factor,K,r„=1 Lumber Factors Effective Length factor,K,,,,=1 Lumber Factors
<br /> Effective Length factor,K,y,=1 Co=1.15 Duration Effective Length factor,K,ra=1 Co=1.15 Duration
<br /> C„=1.00 Wet Service Cw,=1.00 Wet Service
<br /> r 0.8 C,=1.00 Temperature c=0.8 C,=1.00 Temperature
<br /> A=5.25 sq.in. CL=1.00 Beam Stability A=5.25 sq.in. CL=1.00 Beam Stability
<br /> (I/d),=25.71 Cr=1.05 Size (Vd),=25.71 Cr=1.05 Size
<br /> (I/d),.4.00 C„=1.00 Flat Use (lld)y 4.00 C„=1.00 Flat Use
<br /> E',,,„=440,000 psi C,=1.00 Incising E',,;,=440,000 psi C,=1.00 Incising
<br /> C,=1.00 Repetitive Member C,=1.00 Repetitive Member
<br /> Cp 1.00 Form Cp 1.00 Form
<br /> Cr=1.00 Buckling Stiffness Cr=1.00 Buckling Stiffness
<br /> Weak Axis Calculations(y) Strong Axis Calculations(x) Weak Axis Calculations(y) Strong Axis Calculations(x)
<br /> F,E=22605.00 F,E=546.99 F,E=22605.00 F,E=546.99
<br /> F•,=966.00 F•;966.00 F•;968.00 F•;966.00
<br /> F,E/F•,=23.40 F,EIF•;0.57 F,E/F•;23.40 F,E/F•;0.57
<br /> 1+F,e/F•J2c=15.25 14-F,E/F•,12c=0.98 1+F,E/F•,12c=15.25 1+F,E/F•,J2r 0.98
<br /> Cp=0.99 Cp=0.48 Cp=0.99 Cp=0.48
<br /> F;957.53 F'r=462.19 F',957.53 Fr=462.19
<br /> P,,,,,b„=5,027 lbs. P,,,,,,,,=2,426 lbs. P,,,,,b„=5,027 lbs. P,,,,,b„=2,426 lbs.
<br /> Good/No Good? O.K Good/No Good? O.K Good/No Good? O.K Good/No Good? O.K
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