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Specifications
NY's-T;; 'On SkZ OOOOO • • • • • • • • • • • •• •• • • • • • • • • •• • • • • • • • • • _ _ • • _ • • •• NASH &Assocums • •• . . • • • • • • 1111,,,,,,01 Tr4 • • •• • • •• • • • ' •-dr • • • • •- • ••• • • • • • DC 1 :3 201 •• • • • •• • • • ••• i4111.00 •• 11 PLAN 2885 BEAM CALCULATIONS 2012 IBC JULY 1, 2013 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM • • • • •• •• •• • •• • • • • • •• • •• • wwww• • • • • • • • • • • •• • •• •• • • • • • • • •• • I• Com: • NASH&ASSOCIATES BEAM DESIGN DiA••; • : : •`PxOJCT:' •• , _•• .DATE:• • . NAME: ... •.. • •• •• • • • • • ••• ••• •• • • • • Roof Loads: • ••• • • IL 25#/st DL 15 #/st Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/st Total 50#/sf Deck Loads: DL 10 #/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 12 Masonry: Per IBC 12 Steel: Per IBC 12 Wood: Per IBC 12 Nailing: Per IBC 12 4" Beam: Douglas Fir #2 iv = 180 fb = 900 PSI E = 1,600,000 8" Beam: Douglas Fir #2 iv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: iv = 150 ib = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF•KI) E = 1,800,000 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM Li • .. •• •• . . • • •• • • .•. .•. .•. • • •• • • . • •. ••. .. • •• . •• • •• ... •. • ••• • •• • •• • . •. •• •••• • •• •• •• BeamChek v2011 licensed to:Michael Johnson Reg# 7992- 66428 •• BONUS ROOM RB-1 ••• ••• Da�e:2/06t14• •• ••• Selection 4x 10 DF-L#2 . • . . •Lu=b.d Ft • . . • ... • Conditions NDS 2005 Min Bearing Area R1=3.5 in2 R2=3.5 in2 (1.5)DL Defl= 0.03 in Deg Beam Span 6.0 ft Reaction 1 LL ••• 1350# •Reaction 2 L! ••• 1350# p Beam Wt per ft 7.87# Reaction 1 TL ;2184:# ;Ria qn t2184# Bm Wt Included 47# Maximum V •2184•# • • Max Moment 3275'# Max V(Reduced) 1623# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Del L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.07 0.04 Critical 36.39 13.52 0.30 0.20 Status OK OK OK OK Ratio 73% 42% 23% 18% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:450 Uniform TL: 720 =A Uniform Load A R1 =2184 R2=2184 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. . .. •• •• • . • • •. ••. .•. .• . .•. . . . . . . • . •. •. . • • •• • . . ... •• • ••• . . . . • . •. •• •.•. • •. •. •• _ BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 DINING ROOM B-1 ; ; • • Qat:f/G6jt4. •; ••• Selection 3-1/8x 9 GLB 24F-V4 DF/DF ••• •• •• ••Lu• =4 •0.� Ft Conditions NDS 2005 Min Bearing Area R1=4.8 in2 R2=4.8 in2 (1.5)DL Defl= 0.09 in Recom Camber=0.14 in Data Beam Span • 8.0 ft Reaction 1 LL ;224C;# ;Reagticrn g L • . ; ; 2240# Beam Wt per ft 6.83# Reaction 1 TL ;3147;# :R aDMn ; ; 3147# Bm Wt Included 55# Maximum V '3147# ' Max Moment 6295'# Max V(Reduced) 2557# TL Max Defl L/240 TL Actual Defl L/396 LL Max Dell L/360 LL Actual Defl L/637 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.24 0.15 Critical 31.47 15.98 0.40 0.27 Status OK OK OK OK Ratio 75% 57% 61% 57% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:560 Uniform TL: 780 =A Uniform Load A R1 =3147 R2=3147 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. . .. .. •• . . • • •• ••. .•. .•. .•. • . •• • • • • •. ••• .. • • • • • • •• ••• •• •• • •• •. •. • . •• ••• • •• •• •• BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GREAT ROOM • .• • B-2 • • 441/064114 /0614 •• • • Selection 3-118x 9 GLB 24F-V4 DF/DF :Lu=b.d Ft :: : • • • •. • ••• Conditions NDS 2005 Min Bearing Area R1=3.3 in2 R2=3.3 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.11 in 411•• ••• • • .• S. Data Beam Span 8.0 ft Reaction 1 LL :14403* :Rearior 1440# Beam Wt per ft 6.83# Reaction 1 TL r21471t :FtpaCttlti?TI : : 2147# Bm Wt Included 55# Maximum V 214V Max Moment 4295 W Max V(Reduced) 1745# TL Max Defl L/240 TL Actual Defl L/570 LL Max Defl L/360 LL Actual Defl L/990 Attributes Section(in3) Shear(in2) TL Defl(in) LL Dell Actual 42.19 28.13 0.17 0.10 Critical 21.47 10.90 0.40 0.27 Status OK OK OK OK Ratio 51% 39% 42% 36% Fb(psi) Fv(psi) E(psi x mil) Fc.1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 530 =A Uniform Load A R1 =2147 R2=2147 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. • • . . • •. . .. • . . • .. ••• • • • • • . . . •• . • . •. •• • • . . •. • •• .•. •. • •• • •. •• • . . BeamChek v2011 licensed to:Michael Johnson Reg#79'92Z86428 ' • GARAGE GB-1 •'• •': Dale:7/06714 .: •114, • . . . • • . • • Selection 5-1/8x 18 GLB 24F-114 DF/DF : : . : lig Ft : :• : Conditions NDS 2005 Min Bearing Area R1=7.5 in2 R2=7.6 in2 (1.5)DL Defl= 0.14 in Recom Camber=021 in Data Beam Span 19.0 ft Reaction 1 LL ':./3613:0 •Reaction 2 Ll :'. 3711 # Beam Wt per ft 22.42# Reaction 1 TL :48554 :Reaction : : 4941 # Bm Wt Included 426# Maximum V •4941•# • • Max Moment 23363'# Max V(Reduced) 4157# TL Max Defl L/240 TL Actual Defl L/564 LL Max Defl L/360 LL Actual Defl L/872 Attributes Section(in') Shear(int) TL Defl(in) LL Defl Actual 276.75 92.25 0.40 0.26 Critical 120.44 25.98 0.95 0.63 Status OK OK OK OK Ratio 44% 28% 43% 41% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2328 240 1.8 650 Adjustments Cv Volume 0.970 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft toads Par Unif LL Par Unif TL Start End 320 H=480 0 6.5 400 1=500 6.5 19.0 H 7\ R1 =4855 R2=4941 SPAN=19 FT Uniform and partial uniform loads are lbs per lineal ft. . •. •. •• . . • • •• • . ••. ••• . . •. . • • • • •. •. . • • . •• • •. •.. •.• .• .. . •• •. •. • . •• •• •.•• . •• •. •• BeamChek v2011 licensed to:Michael Johnson Reg`#7912-66428 • �• GARAGE GB-2 .•• • • Date:7/06%14. •: • •• •• •• . . . . .. ••• ••• ••• ••• •• • • • • • • • • .• •• • • • • • • • • • ••• • • •• • • • • • . • •• ••. • •• • • • BeamChek v2011 licensed to:Michael Jo nson Reg#7992-66428 GARAGE GB-3 •• • •••Date:7106/14 •• ••• Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF : : • : :LSI=3D.4 Ft —. Conditions NDS 2005 Min Bearing Area R1=8.9 in2 R2=6.4 in2 (1.5)DL Defl= 0.14 in Recom Camber=0.22 in Data Beam Span 12.0 ft Reaction 1 LL *Mai •reaction :•• 2583# Beam Wt per ft 16.81 # Reaction 1 TL 5757�t :Rea1W n 4167# Bm Wt Included 202# Maximum V •575''M • • Max Moment 22921 '# Max V(Reduced) 5423# TL Max Defl L/240 TL Actual Defl L/457 LL Max Defl L/360 LL Actual Defl L/839 Attributes Section(in3) Shear(in') TL Defl On) LL Defl Actual 155.67 69.19 0.32 0.17 Critical 114.60 33.90 0.60 0.40 Status OK OK OK OK Ratio 74% 49% 53% 43% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:160 Uniform TL: 280 =A Point LL Point TL Distance 960 B=1507 4.5 3369 C=4855 4.5 Uniform Load ad A o Pt loads: /\ R1 =5757 R2=4167 SPAN=12 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • •• ••• ••• ••• • • •• • •• • • • • •• ••• •• • • • • • •• ••• •• • •• • • • • • • • • • • • • • • BeamChek v2011 licensed to: ael Jo • n•on Re #7 9 -66428 ` " Mich GARAGE GB-4 •`• •`i Date:•7/96/a4 •: •`• • • • • • • • • • Selection 5-118x 12 GLB 24F-V4 DF/DF ;LQ;0.p Ft Conditions NDS 2005 •11-0-11 Min Bearing Area R1=8.3 int R2= 14.1 in2 (1.5)DL Defl= 0.04 in Recom Camber=0.07 in Data Beam Span 6.0 ft Reaction 1 LL `:511ti •*Reaction�'t� :`. 5433# Beam Wt per ft 14.94# Reaction 1 TL :5391# :Aeadiin t•11_ : : 9156# •Bm Wt Included 90# Maximum V :91964 +•` . • • •+. Max Moment 17702'# Max V(Reduced) 8861 # TL Max Defl L/240 TL Actual Defl L 1817 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in3) TL Defl(in) LL Defl Actual 123.00 61.50 0.09 0.04 Critical 88.51 55.38 0.30 0.20 Status OK OK OK OK Ratio 72% 90% 29% 22% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 160 Uniform TL: 280 =A Point LL Point TL Distance 6710 6=11276 4.0 960 C=1507 3.0 Uniform Load A Pt loads: ❑C �B R1 =5397 R2=9156 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. • S. •• •• . • • • •• ••• ••• ••• ••• • . •• •• • • • • •. •. • • . • • • •.• • • •• • • • • . • •• •• .•• • •• •• •• • BeamChek v2011 licensed to:Michael Johnson Reg#79'92'--66428 • GARAGE GB-5 •'• ••• DaIe:•7/061/i4 •i •'• • • • . • . • • • Selection 4x 12 DF-L#2 : : • ' :Li=:o.o Ft : : : Conditions NDS 2005 Min Bearing Area R1= 1.0 in2 R2=1.9 in2 (1.5)DL Defl= 0.21 in Data Beam Span 16.0 ft Reaction 1 LL •:'2Fr :Newton.n�'i,L :.• .• 501 # Beam Wt per ft 9.57# Reaction 1 TL 611:# •44eavlisn t•'i'L • • 1162# Bm Wt Included 153# Maximum V •11e2# • • Max Moment 3580 W Max V(Reduced) 984# TL Max Defl L/240 TL Actual Defl L/605 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl Sin) LL Defl Actual 73.83 39.38 0.32 0.11 Critical 43.39 8.20 0.80 0.53 Status OK OK OK OK Ratio 59% 21% 40% 21% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Par Unif LL Par Unif TL Start End 25 H=40 0 9.0 80 1=180 9.0 16.0 H I R1 =611 R2= 1162 SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft.