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Page 3 of 10 TU�F SHED� Storage Buildin9s a Garages 17777 South Harrison Street,Suite 600 • Denver,CO 80210 oftice:303-753-8833 • facsimile:3D3-782-5027 Heade :Wall B,Hdrs 1 8�3 Tributary idth=8.0 ft. Height of wall above He der-1.50 fl. � Mo ent=6,575 in.Ibs. ' Rea ion=6741bs. Header deplh=3.50 in. Lumber Header depth=3.50 in. Lumber Total header widlh=3.0 in. HF#2 Tolal header width=3.50 in. LVL 2600Fb Header span=3.25 ft. Fb=850 psi Header span=3.25 ft. Fp=2600 psi F�=525 psi F�=1555 psi Bending F�150 psi Bending F�285 psi SK 6.13 cu.in. F�P=405 psi Sx 7 15 cu.in. F�P=750 psi � F'n=1460 psi F�1300 psi Q R F'b=2981 psi F�2510 psi I fe=1 W3 psi E=1,200,000 psi fp=920 psi E=1,900,000 psi '� Emi�470,000 psi E,,,m 965,710 psi , Good/NO Good? O.K. LumberFactors Good/NO Good? O.K. Lum6erFactors ' Co=1.15 Duration Cp= 1.15 Duration � Shear CM=1,00 Wet Service Shear CM=1.00 Wet Service F',r 173 psi C�=1.00 Temperature F'�328 psi C�=1.00 Temperature f�96 psi C�=1.00 Beam Stability f,83 psi C�=1.00 Beam Stability GoodMo Good? O.K. CF=1.50 Size Good/No Good? O.K. CF=1.00 Size C��1.00 Flat Use Cw=1.00 Flat Use Deflection Ci=1.00 Incising De(lection C=1.00 Incising E'=1,200,000 psi C,=1.00 Repetitive Me ber E'=1,900,000 psi C� 1.00 Repetitive Member 1=10.71875 C�=1.00 Form 1=12.50520833 Cp 1.00 Form � DeFlection Ratio=U240 (L/x) DeFlection Ratio=L/240 (Ux) Allowable Deflection= 16 in. Allowable Deflection= 16 in. �_.OS in. �_.04 in. � Good/No Good? O.K. Good/No Good? O.K. � Hea er:Wall B,Hdr 2 , Tributary W th=8.0 ft. Height of wall above He er-1.50 ft. � Mo nl=26,301 In.-Ibs. Reac ion=1 349 Ibs. � Header depth=7.25 in. Lumber Header deplh=5.50 in. Lumber Total header width=3.0 in. HF#2 Total header width=3.50 in. LVL 2600Fb Header span=6.50 ft. Fb=850 psi Header span=6.50 ft. Fb=2600 psi Fi=525 psi F�=1555 psi Bending F�150 psi Bending F�285 psi Sx 26.28 cu.in. F�P=405 psi S�17.65 cu.in. F�P=750 psi F'e= 1154 psi F�1300 psi Q R F'n=2961 psi F�2510 psi fo= 1001 psi E=1,200,000 psi fy=1490 psi E=1,900,000 psi Em�,= 470,000 psi E,,,,,, 965,710 psi Good/No Good? O.K. LumberFactors Good/No Good? O.K. Lum6erFactors Co=1.15 Duration Co=1.15 Duralion Shear CM=1,00 Wet Service Shear CM=1.00 Wet Service F'�173 psi C�=1.00 Temperature F',328 psi Ci= 1.00 Temperature f�93 psi C�=0.98 Beam Stability f�105 psi C�=0.99 Beam Stability Good/No Good? O.K. CF=1.20 Size Good/NO Good? O.K. CF=1.00 Size C��1.00 Flat Use Ci�1.00 Flat Use Detlection Ci= 1.00 Incising Deflection C,=1.00 Incising E'= 1,200,000 psi C� 1.00 Repetilive Mem er E'=1,900,000 psi C,=1.00 Repetitive Member 1=95.26953125 Cf= 1.00 Form 1=48.52604167 C�=1.00 Fortn De(lection Ratio=U240 (Ux) Deflection Ratio=L/240 (L/x) Allowable Defleclion=.33 in. Allowable DeOeclion=.33 in. 4= 15 in. �= 18 in. Good/No Good? O.K. Good/No Good7 O.K.