Specifications (27) NASH &ASSOCIATES
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BUILDING DW S!ON
PLAN 2885
BEAM CALCULATIONS
2012 IBC
JULY 1, 2013
8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117
WWW.NASH-ARCHITECTS.C0M
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CLIENT:
NASH&ASSOCIATES
BEAM DESIGN DATA PROJECT:
DATE:
NAME:
Roof Loads:
LL 25#/sf
DL 15 #/sf
Total 40#/sf
Unless Noted Otherwise
Floor Loads:
LL 40#/sf
DL 10 #/sf
Total 50#/sf
Deck Loads:
LL 60#/sf
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
fv = 180
fb = 900 PSI
E = 1,600,000
6" Beam: Douglas Fir #2
Lv = 170
fb = 875 PSI
E = 1,300,000
Joists & Hem Fir #2
Rafters: Lv = 150
1b = 850 PSI
E = 1,300,000
Glu—Lam Beams:
fv = 240 PSI
1b = 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-ARC HITECTS.C OM
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BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
BONUS ROOM
RB-1 Date: 7/06/14
Selection 4x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=3.5 in2 R2=3.5 in2 (1.5)DL Defl= 0.03 in
Data Beam Span 6.0 ft Reaction 1 LL 1350# Reaction 2 LL 1350#
Beam Wt per ft 7.87# Reaction 1 TL 2184# Reaction 2 TL 2184#
Bm Wt Included 47# Maximum V 2184#
Max Moment 3275'# Max V(Reduced) 1623#
TL Max Def! L/240 TL Actual Defl L/>1000
LL Max Dell L 1360 LL Actual Defl L/>1000
Attributes Section(in3) 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) Fel.(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 Date:7/06/14
Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 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 2240# Reaction 2 LL 2240#
Beam Wt per ft 6.83# Reaction 1 TL 3147# Reaction 2 TL 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 Defl L/360 LL Actual Defl L/637
Attributes Section(in3) 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) Fc_i_(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 Date:7/06/14
Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 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
Data Beam Span 8.0 ft Reaction 1 LL 1440# Reaction 2 LL 1440#
Beam Wt per ft 6.83# Reaction 1 TL 2147# Reaction 2 TL 2147#
Bm Wt Included 55# Maximum V 2147#
Max Moment 4295'# Max V(Reduced) 1745#
TL Max Defl L/240 TL Actual Defl L/570
LL Max Defl L/360 LLActual Defl L/990
Att►ibutes Section(in3) Shear(in2) TL Defl(in) LL Defl
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 (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustments Dv 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#7992-66428
GARAGE
GB-1 Date:7/06/14
Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=7.5 in2 R2=7.6 in2 (1.5)DL Defl= 0.14 in Recom Camber=0.21 in
Data Beam Span 19.0 ft Reaction 1 LL 3369# Reaction 2 LL 3711 #
Beam Wt per ft 22.42 # Reaction 1 TL 4855# Reaction 2 TL 4941 # i
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(Ina) 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) Fel(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
Loads
Par Unif LL Par Unif TL Start End
320 H=480 0 6.5
400 I =500 6.5 19.0
I
I H
R1 =4855 R2=4941
SPAN=19 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
GARAGE
GB-2 Date:7/06/14
Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5)DL Defl= <0.01 in.Recom Camber=<0.01 in.
Data Beam Span 6.0 ft Reaction 1 LL 960# Reaction 2 LL 960#
Beam Wt per ft 22.42# Reaction 1 TL 1507# Reaction 2 TL 1507#
Bm Wt Included 135# Maximum V 1507#
Max Moment 2261 W Max V(Reduced) 754#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 276.75 92.25 0.00 <0.01
Critical 11.30 4.71 0.30 0.20
Status OK OK OK OK
Ratio 4% 5% 1% 1%
Fb(psi) Fv(psi) E(psi x mil) Fci(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:320 Uniform TL: 480 =A
Uniform Load A
R1 =1507 R2=1507
SPAN =6 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
GARAGE
GB-3 Date:7/06/14
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 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 3666# Reaction 2 LL 2583#
Beam Wt per ft 16.81 # Reaction 1 TL 5757# Reaction 2 TL 4167#
Bm Wt Included 202# Maximum V 5757#
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 In' Shear in TL Defl in 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) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adiustments 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 A
Pt loads: EI
R1 =5757 R2=4167
SPAN= 12 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
GARAGE
GB-4 Date: 7/06/14
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=8.3 in2R2= 14.1 in2 (1.5) DL Defl= 0.04 in Recom Camber=0.07 in
Data Beam Span 6.0 ft Reaction 1 LL 3197# Reaction 2 LL 5433#
Beam Wt per ft 14.94# Reaction 1 TL 5397# Reaction 2 TL 9156#
Bm Wt Included 90# Maximum V 9156#
Max Moment 17702'# Max V(Reduced) 8861 #
TL Max Defl L/240 TL Actual Defl L/817
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(inl 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
Lads Uniform LL: 160 Uniform TL: 280 =A
Point LL Point TL _ Distance
6710 B=11276 4.0
960 C=1507 3.0
Uniform Load A
Pt loads: CB
Q
R1 =5397 R2=9156
SPAN =6 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
GARAGE
GB-5 Date:7/06/14
Selection 4x 12 DF-L#2 Lu=0.0 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 284# Reaction 2 LL 501 #
Beam Wt per ft 9.57# Reaction 1 TL 611 # Reaction 2 TL 1162#
Bm Wt Included 153# Maximum V 1162#
Max Moment 3580'# Max V(Reduced) 984#
TL Max Defl L/240 TL Actual Defl L/605
LL Max Defl L t 360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) 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) Fc1(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 I= 180 9,0 16.0
H j
R1 =611 R2= 1162
SPAN= 16 FT
Uniform and partial uniform loads are lbs per lineal ft.