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MTUFF SHED' Page 4of9
<br /> Header:Wall C,Hdr 1-2
<br /> Top Chord Live/Snow Load:30 psf
<br /> Top Chord Dead Load: 10 psf Tributary Width=1.50 ft
<br /> Bottom Chord Live Load:0 psf Height of wall above Header=1.50 ft.
<br /> Bottom Chord Dead Load: 10 psf Moment=1,818 in.-lbs.
<br /> Reaction=165 lbs.
<br /> Header Size:2x4 Header Size:1''/x31/2 LVL
<br /> Number of Headers:2 Number of Headers:2
<br /> Header depth=3.50 in. Lumber Header depth=3.50 in. Lumber
<br /> Total header width=3.0 in. HF#2 Total header width=3.50 in. LVL 2600Fb
<br /> Header span=3.67 ft Fb=850 psi Header span=3.67 ft. Fb=2600 psi
<br /> F,=525 psi F,=1555 psi
<br /> Bending F,150 psi Bending F,285 psi
<br /> S=6.13 cu.in. Fcm=405 psi S=7.15 cu.in. F,m=750 psi
<br /> F'b=1460 psi F=1300 psi OR F'b=2980 psi F=2510 psi
<br /> fb=297 psi E=1,300,000 psi fb=254 psi E=1,900,000 psi
<br /> Em=470,000 psi Emb,= 965,710 psi
<br /> Good/No Good? O.K. Lumber Factors Good/No Good? O.K. Lumber Factors
<br /> CD=1.15 Duration CD=1.15 Duration
<br /> Shear CM=1.00 Wet Service Shear CM=1.00 Wet Service
<br /> F',173 psi C,=1.00 Temperature F',328 psi C,=1.00 Temperature
<br /> f=24 psi CL=1.00 Beam Stability f=20 psi CL=1.00 Beam Stability
<br /> Good/No Good? O.K. Cm=1.50 Size GoodMo Good? O.K. CF=1.00 Size
<br /> Cb,=1.00 Flat Use Ca,=1.00 Flat Use
<br /> Deflection C,=1.00 Incising Deflection C,=1.00 Incising
<br /> E'=1,300,000 psi C,=1.00 Repetitive Member E'=1,900,000 psi C,=1.00 Repetitive Member
<br /> 1=10.71875 Cr=1.00 Form I=12.50520833 C,=1.00 Form
<br /> Deflection Ratio=U180 TL(Us) L/240 LL(Ux) Deflection Ratio=U180 TL(L/x) L/240 LL(L/x)
<br /> Allowable Deflection=.24 in. .18 in. Allowable Deflection=.24 in. .24 in.
<br /> A=.03 in. .02 in. A=.02 in. .01 in.
<br /> Good/No Good? O.K. O.K. Good/No Good? O.K. O.K.
<br /> Header:Wall D,Hdr 1-4
<br /> Top Chord Live/Snow Load:30 psf
<br /> Top Chord Dead Load: 10 psf Tributary Width=11.0 ft
<br /> Bottom Chord Live Load:0 psf Height of wall above Header=1.50 ft.
<br /> Bottom Chord Dead Load: 10 psf Moment=11,415 in.-lbs.
<br /> Reaction=1,037 lbs.
<br /> Header Size:2x6 Header Size:1%x31/2 LVL
<br /> Number of Headers:2 Number of Headers:2
<br /> Header depth=5.50 in. Lumber Header depth=3.50 in. Lumber
<br /> Total header width=3.0 in. HF#2 Total header width=3.50 in. LVL 2600Fb
<br /> Header span=3.67 ft Fb=850 psi I Header span=3,67 ft. Fb=2600 psi
<br /> F,=525 psi F,=1555 psi
<br /> Bending F=150 psi Bending F,285 psi
<br /> S=15.13 cu.in. F,m=405 psi S,=7.15 cu.in. F,P=750 psi
<br /> F'b=1262 psi F=1300 psi OR F'b=2980 psi F=2510 psi
<br /> fb=755 psi E=1,300,000 psi fb=1597 psi E=1,900,000 psi
<br /> Em=470,000 psi E,, 965,710 psi
<br /> Good/No Good? O.K. Lumber Factors Good/No Good? O.K. Lumber Factors
<br /> CD=1.15 Duration CD=1.15 Duration
<br /> Shear CM=1.00 Wet Service Shear CM=1.00 Wet Service
<br /> F',173 psi C,=1.00 Temperature F'=328 psi C,=1.00 Temperature
<br /> f=94 psi CL=0.99 Beam Stability f,127 psi CL=1.00 Beam Stability
<br /> Good/No Good? O.K. Cr=1.30 Size Good No Good? O.K. Cr=1.00 Size
<br /> CM=1.00 Flat Use Ca,=1.00 Flat Use
<br /> Deflection C,=1.00 Incising Deflection C,=1.00 Incising
<br /> E'=1,300,000 psi C,=1.00 Repetitive Member E'=1,900,000 psi C,=1.00 Repetitive Member
<br /> 1=41.59375 C,=1.00 Form 1=12.50520833 Cr 1.00 Form
<br /> Deflection Ratio=U180 TL(Ux) U240 LL(Ux) Deflection Ratio=U180 TL(Lhc) L/240 LL(Lhc)
<br /> Allowable Deflection=.24 in. .18 in. Allowable Deflection=.24 in. .24 in.
<br /> A=.04 in. .03 in. A=.10 in. .06 in.
<br /> Good/No Good? O.K. O.K. Good/No Goal? O.K. O.K.
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