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<br /> Storage Buildings a Garages
<br /> 17777 South Harrison Street,Suite 600 • Denver,CO 80210
<br /> office:303-753-8833 • facsimile:303-782-5027
<br /> Trimmef fo�: Header•Wall B,Hdrs 1&3 TfIRIR1Cf fOf: Header•Wall B,Hdr 2
<br /> Hem Fir Stud Hem Fir Stud
<br /> Fy=675 psi Fe=675 psi
<br /> Load=6741bs. Fi=q00 psi Load=1,3491bs. F�=400 psi
<br /> width=3.50 in. F�150 psi width=3.50 in. F�150 psi
<br /> lhickness=1.50 in. F�=405 psi thickness=1.50 in. F�P=405 psi
<br /> No.of inembers=1 F�800 psi No.of inembers=1 F�800 psi
<br /> Unbraced Length(x)(width)=90.0 in. E�;�440,000 psi Unbraced Length(x)(width)=90.0 in. Em;�440,000 psi
<br /> Unbraced Length(y)(thickness)=6.0 in. Unbraced Length(y)(lhickness)=6.0 in.
<br /> Effective Lenglh faclor,FCep�=t LumberFactors EHeclive Length factor,FCe�,�=1 LumberFactors
<br /> Eftective Length factor,I(,�.�=1 Co=1.15 D ration Effective Lenglh factor,I(,b�=1 Cp=1.15 Duralion
<br /> CM=1.00 W t Service CM=1.00 Wet Service
<br /> c=0.8 Ci=1.00 T perature c=0.8 G=1.00 Temperature
<br /> A=5.25 sq.in. C�.=1.00 B m Stability A=5.25 sq.in. C�=1.00 Beam Stability
<br /> (I/d)K 25.71 CF=1.05 Si e (Vd)�25.71 CF=1.05 Size
<br /> (I/d)y-4.00 Cr„=1.00 FI t Use (I/d)y 4.00 Cn,=1.OD Flat Use
<br /> E'm;�440,000 psi C,=1.00 In ising E',,,;�440,000 psi C,=1.00 Incising
<br /> C,=1,00 R elitive Member C,=1.00 Repetitive Member
<br /> C�=1.00 Fo Cr 1.00 Fortn
<br /> Cr=1.00 B kling Stiffness CT= 1.00 Buckling SliRness
<br /> Weak Axis Calculations(y) Strong Axis Calculations(x) Weak Axis Calcalations(y) Shong Aris Calculations(z)
<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•�966.00 F'�966.00
<br /> F�/F'�23.40 F�/F'�0.57 F�E/F'�23.40 F�EIF•�0.57
<br /> 1+F�ElF'�/2c=1525 1+F�E/F`�12c=0.98 1+F�EIF•�/2c=15.25 1+F�/F'�/2�0.98
<br /> cP=o.ss c,=o.aa cP=o.ss cP=o.ae
<br /> F�957.53 F'�462.19 F'�957.53 F'�462.19
<br /> P,ii,w,y�e 5,0271bs. P,i�,,,yia 2,4261bs. P,i„x,yia 5,0271bs. P,uw.,yia 2,4261bs.
<br /> Good/No Good? O.K. GoodMo Good? O.K GoodMo Good? O.K. Good/No Good? O.K
<br /> Tfi�17R10�fOf:Header.Porch Beam T�IrtIRIB�f0�' Header.Roof Rafters
<br /> Hem Fir Stud Hem Fir Stud
<br /> i Fy=675 psi Fy=675 psi
<br /> Load=5251bs. F�=400 psi Load=2001bs. F�=400 psi
<br /> widlh=3.50 in. F,r 150 psi width=3.50 in. F,150 psi
<br /> thickness=1.50 in. F�=405 psi lhickness=1.50 in. F�=405 psi
<br /> No.of inembers=1 F�800 psi No.of inembers=1 F�800 psi
<br /> Unbraced Length(x)(width)=90.0 in. Em,�440,000 psi Unbraced Length(x)(width)=90.0 in. Em;�440,000 psi
<br /> Unbreced Length(y)(thickness)=6.0 in. Unbraced Length(y)(thickness)=6.0 in.
<br /> EHective Length fador,ICep�=1 LumberFactors EHeclive Lenglh taclor,FCap�=1 LumberFactors
<br /> Effective Lenglh factor,F(e�y�=t Co=1,15 D ation EHective Length factor,I(e�,�=1 Cp=1.15 Duration
<br /> CM=1.00 W i Service CM=1.00 Wet Service
<br /> c=0.8 C�=1.00 Te pereture c=0.8 Ci=1.00 Tempereture
<br /> A=5.25 sq.in. C�=1.00 B m Stability A=5.25 sq.in. Ci= 1.00 Beam Stability
<br /> (I/d),=25.71 C�1.05 Si e (I/d)R 25.71 CF= 1,05 Size
<br /> (I/d)y=4.00 CT„=1.00 FI t Use (Ild)y-4.00 Cw= 1.00 Flal Use
<br /> E'm;�440,000 psi C,-1.00 In ising E'm;�440,000 psi C,=1.00 Incising
<br /> C,= 1.00 R etitive Member C,1.00 Repelitive Member
<br /> Ci= 1.00 Fa C�=1.00 Fortn
<br /> Cr=1.00 Bu kling Siiffness CT=1.00 Buckling Stiffness
<br /> Weak Axis Ca/culations(yJ StronglLris Calculations(x) Weak Axis Calculations(y) Strong Axis Calculations(xJ
<br /> F�E=22605.00 F�E=546.99 F�=22605.00 F�E=54fi.99
<br /> F•�966.00 F'�966.00 F'�966.00 F•�966.00
<br /> F�E/F'�23.40 F�E/F'�0.57 F�/F'�23.40 F�E/F•�0.57
<br /> 1+F�E/F'�2c=15.25 1+F�ElF•�J2c=0.98 1+F�EIF•�12c=15.25 1+F�ElF'�/2c=0.98
<br /> Cp=0.99 Cp=O.4B CP=0.99 Cp=O.4B
<br /> F'�957.53 F'�462.19 F'�957.53 F'�462.19
<br /> Pallwrsble 5,02716s. P,nwanie 2,4261bs. P,m„.,nio 5,0271bs. P,iia,.,yie 2,4261bs.
<br /> Good/No Good? O.K. Good/No Good? O.K. GoodMo Good? O.K. Good/No Good? O.K.
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