Specifications (2) MST2DH-r'0ZSo
+4`171 stI l voca CT
RECEIVED
NASH&ASSOCIATES JUN 13 2019
CITY OF TIGARD
BUILDING DIVISION
PLAN 2885
BEAM CALCULATIONS
'Fvl/v:b a 3/21 119
ZO15 IBC
8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117
WWW.NASH-ARCHITECTS.COM
CLIENT:
NASH*ASSOCIATES BEAM DESIGN DATA PROJECT___________
DATE:
NAME:
Roof Loads:
LL 25#/sf
DL 16 #/sf
Total 40#/sf
Unless Noted Otherwise
Floor Loads:
LL 40#/sf
DL 10 #/sf
Total 60#/sf
Deck Loads:
LL 80#/sf
DL 10 #/sf
Total 70#/sf
Soil: 1500 PSF Min.
Concrete: Per IBC I'1
Masonry. Per IBC 13
Steel: Per IBC IS I
Wood: Per IBC IS
Nailing: Per IBC 1C
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 & Item Fir #2
Rafters: iv = 150
fb = 650 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
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
BONUS ROOM
RB-1 Date:7/06/14
Selection r4x 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
ta Beam Span 6.0 ft Reaction 1 LL 1350# Reaction 2 LL 1350#1
Da
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 Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in'Z Shear(in') TL Defl(in) LL Defl
Actual I 49.91 32.38 0.07 0.04
Critical i 36.39 13.52 0.30 0.20
Status I OK OK OK OK
Ratio 1 73% 42% 23% 18%
Fb(psi) Fv(psi) E(psi x mit) Fcl(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 625
Acljus_to n 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
—1
n
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 int R2=4,8 Int (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 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/380 LL Actual Defl L/637
Attributes Section(in') Shear(in=) TL Dell (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). Ejsi x mil) Fcl(psi) T�
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
I. 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
5stes(jgn 13-1/8x 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
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 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(in') Shear(in') _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
_______A
Ratio 51% 39% 42% 36%
Fb(psi) Fv(psi) E(psi x mil)._ Fc± 'Si
Valores 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
f — o
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 1 5.118x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=7.5 in' R2=7.6 in2 (1.5)DL Defl= 0.14 in Recom Camber=0.21 in
Data I Beam Span 19.0 ft Reaction 1 LL 3369# Reaction 2 LL 3711 #
Beam Wt per ft 22.42# Reaction 1 IL 4855# Reaction 2 IL 4941 #
J Bm Wt Included 426# Maximum V 4941 #
Max Moment 23363 W Max V(Reduced) 4157#
TL Max Defl L/240 TL Actual Defl L/564
LL Max Defl L/360 LL Actual Dell L/872
Attributes Section(in') Shear(in') TL Defl(in) LL Defl
Actual 276.75 92.25 0.40 0.26
Critical 120.44 25.98 0.95 0.63
Status 1 OK OK OK OK
Ratio j 44% 28% 43% 41%
Fb(psi) Ft/(psiL _ E(psi x mil) Fc1(psi)
Values i Reference Values 2400 240 1.8 650
Ad'usted Values 2328 240 1.8 650
Adiustmertts 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
i Par Unif LL Par Unif TL Start End
320 H=480 0 8.5
400 I=500 6.5 19.0
I 1
L
_
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:7106/14
Selection 5-118x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=2.3 in2 R2=2.3 int (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 2281 '# 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(in') T L Defl(in) LL Defl
Actual 276.75 92.25 0.00 <0.01
Critical 1 11.30 4.71 0.30 0.20
Status OK OK OK OK
Ratio E 4% 5% 1% 1%
Fb(psi) Fv(psi) E(psi x mil) Fc. (psi)
Values Reference Values 2400 240 1.8 650
Ad usted 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
r Uniform Load A 1
I_ J
/\
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
SetegUgg 15-1/8x 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 Deft 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 i(psi)
_
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adiuslntents 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 IL: 280 =A
1 Pant LL_ Point TL Distance
960 B=1507 4.5
3369 C=4855 4.5
I Uniform Load A
Pt loads IPJ I
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-y Date:7/06/14
Selection [4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=1.0 in' 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/360 LL Actual Dell L/>1000
Attributes Section(in Shear(in') TL Defl(in)_ LL Defl
Actual l 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 I
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1.6 625
AdjRAGnents 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
meads .
I Par Unit LL Par Unif TL Start End
25 H=40 0 9.0
80 I=180 9.0 16.0
r--. _ i _ 1
H
R1 =611 R2=1162
SPAN=16 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2885
BeamChek v2016 licensed to:
GRAND FIREPLACE HEADER -SECTION ,1T PoIN T t 000 Date:3/02/18
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=14.4 in2 R2=7.3 in2 (1.5)DL Defl= 0.02 in Recom Camber-.0.03 in
Data Beam Span 3.5 ft Reaction 1 LL 413# Reaction 2 LL 744#
Beam Wt per ft 14.94# Reaction 1 TL 9330# Reaction 2 TL 4773#
Bm Wt Included 52# Maximum V 9330#
Max Moment 9303'# Max V(Reduced) 9315#
TL Max Defl L 1240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 123.00 61.50 0.02 <0.01
Critical 46.52 58.22 0.18 0.12
Status OK OK OK OK
Ratio 38% 95% 11% 1%
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
Point TL Distance Par Unif LL Par Unif TL Start End
B= 12000 1.0 463 H=820 1.0 3.5
H
Pt loads:
R1 =9330 R2=4773
SPAN=3.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2885
BeamChek v2016 licensed
GRAND FIREPLACE HEADER ' Sc 1iON4T Floc'dice' Date:3/02/18
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5)DL Defl= <0.01 in.Recom Camber=<0.01 in.
Data Beam Span 5.0 ft
Beam Wt per ft 14.94# Reaction 1 TL 487# Reaction 2 TL 487#
Bm Wt Included 75# Maximum V 487#
Max Moment 609 W Max V(Reduced) 292#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section(in3) Shear(in') TL Defl(in)
Actual 123.00 61.50 0.00
Critical 3.05 1,83 0.25
Status OK OK OK
Ratio 2% 3% 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 TL: 180 =A
Uniform Load A
R1 =487 R2=487
SPAN=5 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2885
BeamChek v2016 licensed to:
GRAND FP CRAWLSPACE Date:3/02/18
Selection (3)2x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5)DL Defl= 0.07 in
Data Beam Span 11.5 ft Reaction 1 LL 1035# Reaction 2 LL 1035#
Beam Wt per ft 10.11 # Reaction 1 TL 1352# Reaction 2 TL 1352#
Bm Wt Included 116# Maximum V 1352#
Max Moment 3887'# Max V(Reduced) 1171 #
TL Max Defl L/240 TL Actual Defl L/635
LL Max Defl L/360 LL Actual Defl L/927
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 64.17 41.63 0.22 0.15
Critical 47.11 9.76 0.58 0.38
Status OK OK OK OK
Ratio 73% 23% 38% 39%
Fb(psi) Fv(psi) E(psi x mil) Fc i(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 Uniform LL: 180 Uniform TL: 225 =A
Uniform Load A
R1 = 1352 R2= 1352
SPAN= 11.5 FT
Uniform and partial uniform loads are lbs per lineal ft.