Specifications (21) VP(s rgOiCe 00)-1S'
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NASH &ASSOCIATES ;� {
JUN 2 8 2016
PLAN 2885
BEAM CALCULATIONS
2012 IBC
JULY 1, 2013
8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117
WWW.NASH—ARCHITECTS.COM
NASH=ASSOCIATES DATE:
BEAM DESIGN DATA PROJECT:
CLIENT
NAME:
Roof Loads:
LL 25#/sf
DL 15 #1sf
Total 40#/sf
Unless Noted Otherwise
Floor Loads:
LL 40#/sf
DL 10 #/sf
Total 50#/sf
Deck Loads:
LL 60#/sf
DL 10 #/st
Total 70#/sf
Soil: 1500 PSF Min.
Concrete: Per IBC 12
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
fv = 170
fb = 875 PSI
E = 1,300,000
Joists & Hem Fir #2
Rafters: fv = 150
fb = 850 PSI
E = 1,300,000
Glu—Lam Beams:
fv =_240 per.
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
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 IL 2184# Reaction 2 TL 2184#
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 Defl 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► (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
r!k L
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 3-118x 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
Date Beam Span 8.0 ft Reaction 1 LL 2240# Reaction 2 LL 2240#
Beam Wt per ft 6.83# Reaction 1 IL 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(inn) 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 (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustment 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
8-2 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=3.3 in2 R2=3.3 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.11 in
O-t Beam Span 8.0 ft Reaction 1 LL 1440# Reaction 2 LL 1440#
Beam Wt per ft 6.83# Reaction 1 IL 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 LL Actual Defl L/990
Attributes Section(in') 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) 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:360 Uniform TL: 530 =A
Uniform Load A
R1 =2147 R2=2147
SPAN=8FT
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#
Bm Wt Included 426# Maximum V 4941 #
Max Moment 23363'# Max V(Reduced) 4157#
TL Max Defl L/240 TL Actual Defl L 1564
LL Max Deft L/360 LL Actual Defl L/872
Attributes Section(In") Shear(int) IL 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:7/08/14
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 '# Max V(Reduced) 754#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl LI>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) 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:320 Uniform TL:480 =A
Uniform Load A
LR 07 `,'
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 5-118x 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(in3) Shear(in3) 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
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
I Point LL Point IL Distance
960 B=1507 4.5
3369 C=4855 4.5
I Uniform Load A 1
Pt loads EB
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 Deft L/817
LL Max Defl L/360 LL Actual Deft L/>1000
Attributes Section(in)) Shear(int) IL 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 B=11276 4.0
960 C=1507 3.0
Uniform Load A
Pt loads: 1 0
R1 =5397 ., :s,.
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 t 240 TL Actual Defl L/605
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(1n3) 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 mit) 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
Load
Par Unif LL Par Unif TL Start End
25 H=40 0 9.0
80 1=180 9.0 16.0
H
R1 =611 R2=1162
SPAN=16 FT
Uniform and partial uniform loads are lbs per lineal ft.