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Headers
<br /> BEAM CALCULATIONS
<br /> ADDRESS:3328 Oakes Ave,Everett
<br /> LRFD LRFD
<br /> Loads-Corner Loads-Center
<br /> Span 10.25 ft Span 10.25 ft
<br /> Snow,Live,Dead Tributary Length 2.375 ft Snow,Live,Dead Tributary Length 2.375 ft
<br /> Wall Loads 48 plf Wall Loads 48 plf
<br /> Dead Load 19.5 psf Dead Load 19.5 psf
<br /> Snow Load 25 psf Snow Load 25 psf
<br /> Rain-on-snow 0 psf Rain-on-snow 0 psf
<br /> Live Load 40 psf Live Load 40 psf
<br /> Live load per ft 95 plf Live load per ft 95 pit
<br /> Dead load per ft 94.3125 Of Dead load per ft 94.3125 plf
<br /> Snow load per ft 59.375 plf Snow load per ft 59.375 plf
<br /> Relevant Load Combinations Shear or force on colui Relevant Load Combinations Shear or force on columns
<br /> 1.4(D) 133 plf 1.4(D) 133 plf
<br /> 1.2(D)+1.6(L)+0.5(S) 295 plf 1.2(D)+1.6(L)+0.5(S) 295 plf
<br /> 1.2(D)+1.6(S)+0.8(W) 208 Of 1.2(D)+1.6(S)+0.8(W) 208 plf
<br /> 1.2(D)+1.6(W)+L+0.5(S) 238 plf 1.2(D)+1.6(W)+L+0.5(S) 238 plf
<br /> 1.2(D)+1.0(E)+L+0.2(S) 220 p1 1.2(D)+1.0(E)+L+0.2(S) 220 plf
<br /> 0.9(D)+1.6(W) 85 plf 0.9(D)+1.6(W) 85 plf
<br /> 0.9(D)-1.6(W) 85 p1 0.9(D)-1.6(W) 85 plf
<br /> 0.9(D)+1.0(E) 85 plf 0.9(D)+1.0(E) 85 pf
<br /> 0.9(D)-1.0(E) 85 pif 0.9(D)-1.0(E) 85 plf
<br /> Max of Live,Snow(DEFLECTION ONLY) 182 plf Max of Live,Snow(DEFLECTION ONL 182 plt
<br /> Largest Load 295 plf Largest Load 295 plf
<br /> Mmax 3,872 ft-lbs Mmax 3,872 ft-lbs
<br /> E 1,100,000 psi E 1,100,000 psi
<br /> E(LFFO Conversion,for deflection only,for stabilty c0cdations use E) 1,589,500 psi E(.oa-oConversion,for deflection only,for stadiacacw,a 1,589,500 psi
<br /> I 123 in"4 I 123 in"4
<br /> d 7.50 in d 7.50 in
<br /> B 3.50 in B 3.50 in
<br /> Delta max D 0.374426 in Delta max D 0.374426 in
<br /> • Deflection Limit D U180 0.683333 in Deflection Limit D U180 0.683333 in
<br /> Delta max L 0.000000 in Detta max L 0.000000 in
<br /> Deflection Limit L U360 0.341667 in Deflection Limit L U360 0.341667 in
<br /> ✓ 1,511 lbs V 1,511 lbs
<br /> S 32.8125 in^3 S 32.8125 in"3
<br /> Fb(includes C factors) 1,850 psi Fb(includes C factors) 1,850 psi
<br /> Fb(LRFD Conversion)(time elect factor) 3,195 psi Fb(LRFD Conversion)(time elect fact 3,195 psi
<br /> Moment Capacity 8737.203125 ft-lbs Moment Capacity 8737.20313 ft-lbs
<br /> FS Bending+reistance factor 1.5 FS Bending+reistance factor 1.5
<br /> allowable shear parallel to grain 250 psi allowable shear parallel to grain 250 psi
<br /> Vallowable(LRFD conversion)(no Cd) 324 psi Vallowable(LRFD conversion)(no Cd) 324 psi
<br /> Transverse Shear 86 psi Transverse Shear 86 psi
<br /> FS shear+reistance factor 2.3 FS shear+reistance factor 2.3
<br /> Relevant Load Combinations Shear or force on cotui Relevant Load Combinations ' Shear or force on columns
<br /> 1.4(D) 132 p6 1.4(D) 132 ptt
<br /> 1.2(D)+1.6(L)+0.5(S) 295plf 1.2(D)+1.6(L)+0.5(S) 295 plf
<br /> 1.2(D)+1.6(S)+0.8(W) 208 plf 1.2(D)+1.6(S)+0.8(W) 208plt
<br /> 1.2(D)+1.6(W)+L+0.5(S) 238 plf 1.2(D)+1.6(W)+L+0.5(S) 238p1f
<br /> 1.2(D)+1.0(E)+L+0.2(S) 220 plf 1.2(D)+1.0(E)+L+0.2(S) 220p1f
<br /> 0.9(D)+1.6(W) 85p6 0.9(D)+1.6(W) 85p11
<br /> 0.9(D)-1.6(W) 85 plf 0.9(D)-1.6(W) 85 pif
<br /> 0.9(D)+1.0(E) 85 plf 0.9(D)+1.0(E) 85 plf
<br /> 0.9(D)-1.0(E) 85 plf 0.9(D)-1.0(E) 85 plf
<br /> Max of Live,Snow(DEFLECTION ONLY) 182 plf Max of Live,Snow(DEFLECTION ONL 182 plf
<br /> Largest Load 295 plf Largest Load 295 Of
<br /> ✓ 1,511 lbs V due to both beams 3,022 lbs
<br /> POSTS POSTS
<br /> Largest Load 1,511 lbs Largest Load 3,022 lbs
<br /> COLUMN LENGTH 12 ft COLUMN LENGTH 12 ft
<br /> L(column length in inches) 144.0 in L(column length in inches) 144.0 in
<br /> E 29,000,000 psi E 29,000,000 psi
<br /> E 29,000,000 psi E 29,000,000 psi
<br /> I 1.9 in"4 I 3.1 in"4
<br /> r 1.4 in r 1.8 in
<br /> [ 0.276 t 0.226
<br /> K 1.0 dimenlK 1.0 dimentionaless
<br /> Critical Bucling Load 19,160.6 lbs Critical Bucling Load 31,161.5 lbs
<br /> phi 0.5 phi 0.5 -
<br /> Critical Bucling Capacity with FS 9,580.3 lbs Critical Bucling Capacity with FS 15,580.8 lbs
<br /> Column FS 6.339640019 Column FS 5.15519817
<br /> POST FOOTINGS POST FOOTINGS
<br /> Load 1,511 Load 3,022
<br /> Soil Capacity: Soil Capacity:
<br /> w 2 ft W 2 it
<br /> L 2ft L 2ft
<br /> Soil Capacity 1500 psi Soil Capacity 1500 psi
<br /> Phi 0.5 Phi 0.5
<br /> Pier Pad Capacity 3000 lbs Pier Pad Capacity 3000 lbs
<br /> FS 2.0 FS 1.0
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