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rTUFI'SHED' Page 3of9
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<br /> Header:Wall A,Hdr 1
<br /> Top Chord Live/Snow Load:30 psf
<br /> Top Chord Dead Load: 10 psf Tributary Wdth=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=36,754 in.-lbs.
<br /> Reaction=743 lbs.
<br /> Header Size:2x10 Header Size:1%x71/4 LVL
<br /> Number of Headers:2 Number of Headers:2
<br /> Header depth=9.25 in. Lumber Header depth=7.25 in. Lumber
<br /> Total header width=3.0 in. HF#2 Total header width=3.50 in. LVL 2600Fb
<br /> Header span=16.50 ft. Fp=850 psi Header span=16.50 ft. Fb=2600 psi
<br /> F,=525 psi Ft=1555 psi
<br /> Bending F,150 psi Bending F,285 psi
<br /> S,=42.78 cu.in. F,P=405 psi St=30.66 cu.in. F,P=750 psi
<br /> F'b=990 psi F,1300 psi OR F'b=2847 psi F,=2510 psi
<br /> fb=859 psi E=1,300,000 psi fb=1199 psi E=1,900,000 psi
<br /> E,,,,=470,000 psi E,b, 965,710 psi
<br /> Good/No Good? O.K. Lumber Factors Good/No Good? O.K. Lumber Factors
<br /> Co=1.15 Duration Co=1.15 Duration
<br /> Shear C„=1.00 Wet Service Shear C"=1.00 Wet Service
<br /> F',173 psi C,=1.00 Temperature F,328 psi Ct=1.00 Temperature
<br /> f=40 psi CL=0.92 Beam Stability f,44 psi C,.=0.95 Beam Stability
<br /> Good/No Good? O.K. CF=1.10 Size Good/No Good? O.K. CF=1.00 Size
<br /> Cb,=1.00 Flat Use Cb,=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=197.863 C,=1.00 Form 1=111.148 Ct=1.00 Form
<br /> Deflection Ratio=U180 TL(Us) U240 LL(Ux) Deflection Ratio=U180 TL(Ux) L/240 LL(L/x)
<br /> Allowable Deflection=1.10 in. .83 in. Allowable Deflection=1.10 in. 1.10 in.
<br /> A=.58 in. .39 in. A=.71 in. .47 in.
<br /> Good/No Good? O.K. O.K. Good/No Good? O.K. O.K.
<br /> Header:Wall B,Hdr 1
<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 Headers 1.50 ft.
<br /> Bottom Chord Dead Load: 10 psf Moment=8,952In.-lbs.
<br /> Reaction=918 lbs.
<br /> ' Header Size:2x6 Header Size:1%x31/4 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=3.25 ft Fb=850 psi Header span=3.25 ft. Fb=2600 psi
<br /> Ft=525 psi Ft=1555 psi
<br /> Bending F,150 psi Bending F,285 psi
<br /> S,=15.13 cu.in. FOP=405 psi S,=7.15 cu.ln. F,.=750 psi
<br /> F'b=1263 psi F,1300 psi OR F'b=2981 psi F,=2510 psi
<br /> fb=592 psi E=1,300,000 psi fp=1253 psi E=1,900,000 psi
<br /> E,,,,=470,000 psi E,br 965,710 psi
<br /> Good/No Good? O.K. Lumber Factors Good/No Good? O.K. Lumber Factors
<br /> Co=1.15 Duration C.=1.15 Duration
<br /> Shear CM=1.00 Wet Service Shear CM=1.00 Wet Service
<br /> F',173 psi Ct=1.00 Temperature F',328 psi Ct=1.00 Temperature
<br /> f,83 psi CL=0.99 Beam Stability f,112 psi Cb=1.00 Beam Stability
<br /> Good/No Good? O.K. CF=1.30 Size Good/No Good? O.K. CF=1.00 Size
<br /> Cb,=1.00 Flat Use Cb,=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(L/x) L/240 LL(Ux)
<br /> Allowable Deflection=.22 in. .16 in. Allowable Deflection=.22 in. .22 in.
<br /> A=.03 in. .02 in. A=.06 in. .04 in.
<br /> GoodMo Good? O.K. O.K. Good No Good? O.K. O.K.
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