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BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954 RF( IVED
PLAN#3625 BEAM#1
Date: 11/01/17 NOV 8 2017
Selection 6-3/4x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012 CITY OF TIGARD
Min Bearing Area R1=7.9 in2 R2=7.9 in2 (1.5) DL Defl= 0.51 in Recom CamtftrittnGDIVISION
Data Beam Span 16.5 ft
Beam Wt per ft 24.6# Reaction 1 TL 5148# Reaction 2 TL 5110#
Bm Wt Included 406# Maximum V 5148#
Max Moment 22358'# Max V(Reduced) 4630#
TL Max Defl L/240 TL Actual Defl L/391
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 253.13 101.25 0.51
Critical 127.45 32.15 0.83
Status OK OK OK
Ratio 50% 32% 61%
Fb (psi) Fv(psi) E (psi x mil) Fc I (psi) __
Values Reference Values 2400 240 1.8 650
Adjusted Values 2105 216 1.8 650
Adjustments Cv Volume 0.975
Cd Duration 0.90 0.90
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 TL Start End J
B = 1416 12.0 H =85 0 16.5
1 =483 0 12.0
J =275 12.0 16.5
J I
1
H
Pt loads: B
R1 =5148
R2= 5110
SPAN = 16.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#2
Date: 11/01/17
Selection 6-3/4x 15 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=5.4 in2 R2=5.4 in2 (1.5) DL Defl= 0.30 in Recom Camber=0.45 in
Data Beam Span 16.0 ft
Beam Wt per ft 24.6# Reaction 1 TL 3517# Reaction 2 TL 3517#
Bm Wt Included 394# Maximum V 3517#
Max Moment 14067'# Max V(Reduced) 2967#
TL Max Defl L/240 TL Actual Defl L/641
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 253.13 101.25 0.30
Critical 79.94 20.61 0.80
Status OK OK OK
Ratio 32% 20% 37%
Fb (psi) Fv(psi) E (psi x mil) Fci_(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2112 216 1.8 650 _
Adjustments Cv Volume 0.978
Cd Duration 0.90 0.90
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 TL Start End
H =85 0 16.0
1 =330 0 16.0
H
R1-3517
R2 = 3517
SPAN = 16 FT
Uniform and partial uniform loads are lbs per lineal ft.
1
- BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#3
Date: 11/01/17
Selection 4x 10 DF-L#2 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.3 in' R2=2.3 int (1.5) DL Defl= 0.03 in
Data Beam Span 5.0 ft
Beam Wt per ft 7.87# Reaction 1 TL 1440# Reaction 2 TL 1440#
Bm Wt Included 39# Maximum V 1440#
Max Moment 1800'# Max V(Reduced) 996#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section (in3) Shear(in') TL Defl (in)
Actual 49.91 32.38 0.03
Critical 22.22 9.22 0.25
Status OK OK OK
Ratio 45% 28% 14%
Fb (psi) Fv(psi) E (psi x mil) Fci_.(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 972 162 1.6 625
Adjustments CF Size Factor 1.200
Cd Duration 0.90 0.90
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 TL Start End
H =85 0 5.0
1 =483 0 5.0
I
H
R1 = 1440
R2= 1440
SPAN =5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#4
Date: 11/01/17
Selection 4x 12 DF-L#2 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=3.2 in2 R2= 3.2 in2 (1.5) DL Defl= 0.05 in
Data Beam Span 6.0 ft
Beam Wt per ft 9.57# Reaction 1 TL 2015# Reaction 2 TL 2015#
Bm Wt Included 57 # Maximum V 2015#
Max Moment 3022'# Max V(Reduced) 1385#
TL Max Defl L/480 TL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in)
Actual 73.83 39.38 0.05
Critical 40.70 12.83 0.15
Status OK OK OK
Ratio 55% 33% 31%
Fb (psi) Fv(psi) E (psi x mil) Fci.(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 891 162 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 0.90 0.90
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 TL Start End
H = 85 0 6.0
1 =247 0 6.0
J = 330 0 6.0
J
H
R1 =2015
R2 =2015
SPAN =6 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#5
Date: 11/01/17
Selection 4x 10 DF-L#2 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.1 in2 R2= 1.5 in' (1.5) DL Defl= <0.01 in.
Data Beam Span 2.5 ft
Beam Wt per ft 7.87# Reaction 1 TL 2538# Reaction 2 TL 907#
Bm Wt Included 20# Maximum V 2538#
Max Moment 1270'# Max V(Reduced) 1443#
TL Max Defl L/480 TL Actual Defl L/>1000
Attributes Section (in') Shear(int) TL Defl (in)
Actual 49.91 32.38 0.01
Critical 15.68 13.36 0.06
Status OK OK OK
Ratio 31% 41% 8%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 972 162 1.6 625 _
Adjustments CF Size Factor 1.200
Cd Duration 0.90 0.90
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 TL Start End
B=2015 0.5 H =85 0.5 2.5
C =880 0.5 I = 180 0.5 2.5
H
Pt loads: l�J
R1 =2538 R2 =907
SPAN =2.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#6
Date: 11/01/17
Selection 4x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=6.0 in2 R2=6.4 in2 (1.5) DL Defl= 0.02 in
Data Beam Span 4.0 ft Reaction 1 LL 600# Reaction 2 LL 600#
Beam Wt per ft 9.57# Reaction 1 TL 3720# Reaction 2 TL 4031 #
Bm Wt Included 38 # Maximum V 4031 #
Max Moment 4537'# Max V(Reduced) 2379#
TL Max Defl L/480 TL Actual Defl L/>1000
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(int) TL Defl (in) LL Defl
Actual 73.83 39.38 0.03 <0.01
Critical 61.11 22.03 0.10 0.10
Status OK OK OK OK
Ratio 83% 56% 27% 3%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 891 162 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 0.90 0.90
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: 300 Uniform TL: 450 =A
Point TL Distance Par Unif TL Start End
B = 1323 2.0 H =85 0 4.0
I =586 2.0 4.0
J =632 0 4.0
K=275 0 2.0
K
J
H
Uniform Load A
Pt loads: B
R1 -3720
R2 =4031
SPAN =4 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#7
Date: 11/01/17
Selection 5-1/8x 24 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 11.0 int R2= 12.9 int (1.5) DL Defl= 0.45 in Recom Camber=0.67 in
Data Beam Span 20.0 ft
Beam Wt per ft 29.89# Reaction 1 TL 7176# Reaction 2 TL 8400#
Bm Wt Included 598# Maximum V 8400#
Max Moment 42060'# Max V(Reduced) 6947#
TL Max Defl L/480 TL Actual Defl L/536
Attributes Section (in') Shear(in2) TL Defl (in)
Actual 492.00 123.00 0.45
Critical 249.22 48.24 0.50
Status OK OK OK
Ratio 51% 39% 90%
Fb (psi) Fv(psi) E (psi x mil) Ec I (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2025 216 1.8 650
Adjustments Cv Volume 0.938
Cd Duration 0.90 0.90
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 TL Start End
B= 1333 3.5 H =85 0 20.0
I = 724 3.5 20.0
H
Pt loads:
R1 =7176 R2 = 8400
SPAN =20 FT
Uniform and partial uniform loads are lbs per lineal ft.
1
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#8
Date: 11/01/17
Selection 4x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.0 in2 R2= 1.6 in2 (1.5) DL Defl= 0.22 in
Data Beam Span 13.5 ft Reaction 1 LL 360# Reaction 2 LL 360#
Beam Wt per ft 9.57# Reaction 1 TL 1247# Reaction 2 TL 976#
Bm Wt Included 129# Maximum V 1247#
Max Moment 4454'# Max V(Reduced) 1084#
TL Max Defl L/480 TL Actual Defl L/571
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 73.83 39.38 0.28 0.06
Critical 59.99 10.03 0.34 0.34
Status OK OK OK OK
Ratio 81% 25% 84% 18%
Fb (psi) Fv(psi) E (psi x mil) FcI(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 891 162 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 0.90 0.90
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: 53 Uniform TL: 80 =A
Point TL Distance Par Unif TL Start End J
B =420 7.0 H =85 0 7.0
H
Uniform Load A
Pt loads: B
R1 - 1247
R2 =976
SPAN = 13.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#9
Date: 11/01/17
Selection 5-1/8x 24 GLB 24F-V8 DF/DF Lu = 1.0 Ft Lu @OH =0.0 Ft
Conditions NDS 2012, Overhang
Min Bearing Area R1=4.4 in2 R2=6.9 in2 (1.5) DL Defl= 0.08 in.
Data Beam Span 15.0 ft
Beam Wt per ft 29.89# Reaction 1 TL 2853# Reaction 2 TL 4476#
Bm Wt Included 478# Maximum V 3941 # Overhang Length 1.0 ft
Max Moment 12896'# Max V(Reduced) 2871 # Total Beam Length 16.0 ft
TL Max Defl L/480 TL Actual Defl L/>1000 OH TL Actual Defl L/<-1000
Attributes Section (in') Shear(in') TL Defl (in) OH TL Defl
Actual 492.00 123.00 0.08 -0.02
Critical 74.25 19.94 0.38 0.05
Status OK OK OK OK
Ratio 15% 16% 20% 32%
Fb (psi) Fv(psi) E (psi x mil) Fc.I.(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2084 216 1.8 650
Adjustments Cv Volume 0.965
Cd Duration 0.90 0.90
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 0.9978 Rb=4.75 Le=2.06 Ft
CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft
Loads
Point TL Distance Par Unif TL Start End
B =976 10.5 H =420 10.5 15.0
I =210 0 10.5
J =85 0 15.0
K=420 (OH) 0 1.0
L=85 (OH) 0 1.0
J
I L
H K
Pt loads: B
0
R1 =2853 R2=4476
BACKSPAN = 15 FT OH = 1 FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
• BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#10
Date: 11/01/17
Selection 6-3/4x 18 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 15.7 in2R2= 10.1 in2 (1.5) DL Defl= 0.52 in Recom Camber=0.78 in
Data Beam Span 18.5 ft
Beam Wt per ft 29.52 # Reaction 1 TL 10222# Reaction 2 TL 6588#
Bm Wt Included 546# Maximum V 10222#
Max Moment 30977'# Max V(Reduced) 6702#
TL Max Defl L/240 TL Actual Defl L/428
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 364.50 121.50 0.52
Critical 181.90 46.54 0.93
Status OK OK OK
Ratio 50% 38% 56%
Fb(psi) Fv(psi) E (psi x mil) Ec I (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2044 216 1.8 650
Adjustments Cv Volume 0.946
Cd Duration 0.90 0.90
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 TL Start End
B =4143 0.5 H =85 0 18.5
I = 586 0.5 18.5
H
Pt loads: B
R1 = 10222
R2 =6588
SPAN = 18.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#11
Date: 11/01/17
Selection 4x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5) DL Defl= <0.01 in.
Data Beam Span 4.0 ft Reaction 1 LL 800# Reaction 2 LL 800#
Beam Wt per ft 9.57# Reaction 1 TL 1219# Reaction 2 TL 1219#
Bm Wt Included 38# Maximum V 1219#
Max Moment 1219'# Max V(Reduced) 648#
TL Max Defl L/480 TL Actual Defl L/>1000
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 73.83 39.38 0.01 <0.01
Critical 16.42 6.00 0.10 0.10
Status OK OK OK OK
Ratio 22% 15% 6% 3%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 891 162 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 0.90 0.90
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:400 Uniform TL: 600 =A
Uniform Load A
R119
R2 = 1219
SPAN =4 FT
Uniform and partial uniform loads are lbs per lineal ft.
• BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#12
Date: 11/01/17
Selection 4x 12 DF-L#2 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.6 in2 R2=2.6 in2 (1.5) DL Defl= 0.04 in
Data Beam Span 6.0 ft
Beam Wt per ft 9.57# Reaction 1 TL 1604# Reaction 2 TL 1604#
Bm Wt Included 57# Maximum V 1604#
Max Moment 2406 Max V(Reduced) 1103#
TL Max Defl L/480 TL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 73.83 39.38 0.04
Critical 32.40 10.21 0.15
Status OK OK OK
Ratio 44% 26% 25%
Fb (psi) Fv(psi) E (psi x mil) Fc I (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 891 162 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 0.90 0.90
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 TL Start End
H =85 0 6.0
1 = 165 0 6.0
J =275 0 6.0
J
H
R1 = 1604 R2 = 1604
SPAN =6 FT
Uniform and partial uniform loads are lbs per lineal ft.
I
•
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#13
Date: 11/01/17
Selection 4x 10 DF-L#2 Lu =0.0 Ft J
Conditions NDS 2012
Min Bearing Area R1= 1.5 in2 R2=2.1 in2 (1.5) DL Defl= <0.01 in.
Data Beam Span 2.5 ft
Beam Wt per ft 7.87# Reaction 1 TL 909# Reaction 2 TL 1306#
Bm Wt Included 20# Maximum V 1306#
Max Moment 1260'# Max V(Reduced) 1234#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 49.91 32.38 0.00
Critical 15.55 11.43 0.13
Status OK OK OK
Ratio 31% 35% 4%
Fb (psi) Fv(psi) E (psi x mil) Fci_(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 972 162 1.6 625 _
Adjustments CF Size Factor 1.200
Cd Duration 0.90 0.90
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 TL Start End
B= 1983 1.5 H = 85 0 2.5
H
Pt loads: B
R. .
09 R2 = 1306
SPAN =2.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
• BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#14
Date: 11/01/17
Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.3 in2 R2=9.2 in2 (1.5) DL Defl= 0.18 in Recom Camber=0.27 in
Data Beam Span 11.0 ft
Beam Wt per ft 19.68# Reaction 1 TL 2797# Reaction 2 TL 6011 #
Bm Wt Included 217# Maximum V 6011 #
Max Moment 8938'# Max V(Reduced) 3920#
TL Max Defl L/480 TL Actual Defl L/736
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 162.00 81.00 0.18
Critical 49.66 27.22 0.28
Status OK OK OK
Ratio 31% 34% 65%
Fb (psi) Fv(psi) E (psi x mil) Fc_l_(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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 TL Start End
B =661 4.5 H =85 0 11.0
C = 3616 10.5 I = 357 4.5 10.5
J =275 0 4.5
J
H
Pt loads: B C
R1 =2797 R2 =6011
SPAN = 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#15
Date: 11/01/17
Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 10.5 in2 R2= 7.7 in2 (1.5) DL Defl= 0.14 in Recom Camber=0.22 in
Data Beam Span 8.0 ft
Beam Wt per ft 19.68 # Reaction 1 TL 6835# Reaction 2 TL 5021 #
Bm Wt Included 157# Maximum V 6835#
Max Moment 15365'# Max V(Reduced) 6281 #
TL Max Defl L/480 TL Actual Defl L/669
Attributes Section (in') Shear(in2) TL Defl (in)
Actual 162.00 81.00 0.14
Critical 85.36 43.62 0.20
Status OK OK OK
Ratio 53% 54% 72%
Fb (psi) Fv(psi) E (psi x mil) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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 TL Start End
B =6011 2.5 H =85 0 8.0
1 =450 0 2.5
J = 120 2.5 8.0
K=586 2.5 8.0
K
J
H
Pt loads: I B
R1 =6835 R2 = 5021
SPAN =8 FT
Uniform and partial uniform loads are lbs per lineal ft.
• BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#16
Date: 11/01/17
Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.3 in2 R2=4.3 in2 (1.5) DL Defl= 0.03 in Recom Camber=0.04 in
Data Beam Span 6.5 ft Reaction 1 LL 390# Reaction 2 LL 390#
Beam Wt per ft 19.68# Reaction 1 TL 2813# Reaction 2 TL 2813#
Bm Wt Included 128# Maximum V 2813#
Max Moment 4572'# Max V(Reduced) 1948#
TL Max Defl L/480 TL Actual Defl L/>1000
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 162.00 81.00 0.03 <0.01
Critical 25.40 13.53 0.16 0.16
Status OK OK OK OK
Ratio 16% 17% 18% 2%
Fb(psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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: 120 Uniform TL: 180 =A
Par Unif TL Start End
H =85 0 6.5
I =581 0 6.5
H
Uniform Load A
R1 =2813 R2 =2813
SPAN =6.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#17
Date: 11/01/17
Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.4 in2 R2= 11.1 in2 (1.5) DL Defl= 0.19 in Recom Camber=0.28 in
Data Beam Span 11.0 ft
Beam Wt per ft 19.68 # Reaction 1 TL 2856# Reaction 2 TL 7236#
Bm Wt Included 217# Maximum V 7236#
Max Moment 9262'# Max V(Reduced) 4504#
TL Max Defl L/480 TL Actual Defl L/700
Attributes Section (in') Shear(in2) TL Defl (in)
Actual 162.00 81.00 0.19
Critical 51.46 31.28 0.28
Status OK OK OK
Ratio 32% 39% 69%
Fb(psi) Fv(psi) E (psi x mil) Fc_l_(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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 TL Start End
B =663 4.5 H =357 4.5 10.5
C =4898 10.5 I =275 0 4.5
J = 85 0 11.0
J
H
Pt loads: B (C
R1 =2856 R2 = 7236
SPAN = 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#18
Date: 11/01/17
Selection 6-3/4x 28-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=21.2 inZ R2= 14.8 in' (1.5) DL Defl= 0.46 in Recom Camber=0.69 in
Data Beam Span 22.5 ft
Beam Wt per ft 46.75# Reaction 1 TL 13754# Reaction 2 TL 9595#
Bm Wt Included 1052# Maximum V 13754#
Max Moment 77633'# Max V(Reduced) 11914#
TL Max Defl L/480 TL Actual Defl L/584
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 913.78 192.38 0.46
Critical 486.74 82.73 0.56
Status OK OK OK
Ratio 53% 43% 82%
Fb (psi) Fv(psi) E (psi x mil) FcI(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 1914 216 1.8 650
Adjustments Cv Volume 0.886
Cd Duration 0.90 0.90
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 TL Start End
B =2856 6.5 H =360 6.5 17.0
C =2797 6.5 I =85 6.5 17.0
J = 728 0 6.5
K=272 6.5 22.5
L=275 6.5 17.0
L
K
J
H
Pt loads:
R1 = 13754 R2 =9595
SPAN =22.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#19
Date: 11/01/17
Selection 5-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=7.5 in2 R2=6.9 in2 (1.5) DL Defl= 0.55 in Recom Camber=0.82 in
Data Beam Span 18.0 ft
Beam Wt per ft 20.55# Reaction 1 TL 4853# Reaction 2 TL 4485#
Bm Wt Included 370# Maximum V 4853#
Max Moment 20463'# Max V(Reduced) 4027#
TL Max Defl L/240 TL Actual Defl L/395
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 232.55 84.56 0.55
Critical 115.57 27.97 0.90
Status OK OK OK
Ratio 50% 33% 61%
Fb (psi) Fv(psi) E (psi x mil) Fc.1(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2125 216 1.8 650
Adjustments Cv Volume 0.984
Cd Duration 0.90 0.90
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 TL Start End
H =85 0 18.0
1 =495 0 4.5
J = 386 4.5 18.0
J
H
0 0
R1 =4853 R2 =4485
SPAN = 18 FT
Uniform and partial uniform loads are lbs per lineal ft.
• BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#20
Date: 11/01/17
Selection 6x 12 DF-L#1 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5) DL Defl= 0.08 in
Data Beam Span 12.5 ft
Beam Wt per ft 15.37# Reaction 1 TL 627# Reaction 2 TL 627#
Bm Wt Included 192 # Maximum V 627#
Max Moment 1960'# Max V(Reduced) 531 #
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Dell (in)
Actual 121.23 63.25 0.08
Critical 19.36 5.21 0.63
Status OK OK OK
Ratio 16% 8% 12%
Fb (psi) Fv(psi) E (psi x mil) Fc.i(psi)
Values Reference Values 1350 170 1.6 625
Adjusted Values 1215 153 1.6 625
Adjustments CF Size Factor 1.000
Cd Duration 0.90 0.90
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 TL Start End
H =85 0 12.5
H
R1 =627 R2=627
SPAN = 12.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#21
Date: 11/01/17
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 7.3 in2 R2=8.3 in2 (1.5) DL Defl= 0.22 in Recom Camber=0.33 in
Data Beam Span 9.0 ft
Beam Wt per ft 14.94# Reaction 1 TL 4728# Reaction 2 TL 5387#
Bm Wt Included 135# Maximum V 5387#
Max Moment 12853'# Max V(Reduced) 4258#
TL Max Defl L/240 TL Actual Defl L/494
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 123.00 61.50 0.22
Critical 71.40 29.57 0.45
Status OK OK OK
Ratio 58% 48% 49%
Fb (psi) Fv(psi) E (psi x mil) Ec i(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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 TL Start End
B= 1886 3.0 H =85 0 9.0
1 = 1029 3.0 9.0
J = 385 0 3.0
J
H
Pt loads: B
R1 =4728 R2 =5387
SPAN =9 FT
Uniform and partial uniform loads are lbs per lineal ft.
• BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#22-JOIST CHECK
Date: 11/01/17
Selection (2)2x 8 DF-L#2 @ 16 in oc Lu =0.0 Ft
Conditions NDS 2012, Repetitive Use
Min Bearing Area R1=0.9 in2 R2=0.8 in2 (1.5) DL Defl= 0.14 in
Data Beam Span 11.0 ft Reaction 1 LL 293# Reaction 2 LL 293#
Beam Wt per ft 0# Reaction 1 TL 556# Reaction 2 TL 484#
Bm Wt Included 0# Maximum V 556#
Max Moment 1451 '# Max V(Reduced) 492#
TL Max Defl L/480 TL Actual Defl L/521
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 26.28 21.75 0.25 0.12
Critical 15.58 4.55 0.28 0.28
Status OK OK OK OK
Ratio 59% 21% 92% 42%
Fb (psi) Fv(psi) E (psi x mil) Fc_i_(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1118 162 1.6 625
Adiustments CF Size Factor 1.200
Cd Duration 0.90 0.90
Cr Repetitive 1.15
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: 53 Uniform TL: 80 =A
Par Unif TL Start End
H =27 0 6.0
H
Uniform Load A
R1 =556 R2 =484
SPAN = 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#23
Date: 11/01/17
Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=6.0 in2 R2=6.0 in2 (1.5) DL Defl= 0.14 in Recom Camber=0.21 in
Data Beam Span 11.0 ft
Beam Wt per ft 18.68# Reaction 1 TL 3903# Reaction 2 TL 3903#
Bm Wt Included 205# Maximum V 3903#
Max Moment 10734'# Max V(Reduced) 3016#
TL Max Defl L/480 TL Actual Defl L/926
Attributes Section (in3) Shear(in2) TL Dell (in)
Actual 192.19 76.88 0.14
Critical 59.63 20.95 0.28
Status OK OK OK
Ratio 31% 27% 52%
Fb(psi) Fv(psi) E (psi x mil) Ec1(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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 TL Start End
H = 85 0 11.0
1 =468 0 11.0
J = 138 0 11.0
J
H
R1 =3903 R2 = 3903
SPAN = 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#24
Date: 11/01/17
Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.2 in2 R2=5.0 in2 (1.5) DL Defl= 0.05 in Recom Camber=0.07 in
Data Beam Span 8.0 ft
Beam Wt per ft 18.68 # Reaction 1 TL 2719# Reaction 2 TL 3244#
Bm Wt Included 149# Maximum V 3244#
Max Moment 7000'# Max V(Reduced) 2356#
TL Max Defl L/480 TL Actual Defl L/>1000
Attributes Section (in') Shear(in') TL Defl (in)
Actual 192.19 76.88 0.05
Critical 38.89 16.36 0.20
Status OK OK OK
Ratio 20% 21% 23%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2160 216 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 0.90 0.90
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 TL Start End
B= 1154 4.5 H =85 0 8.0
I =468 4.5 8.0
J = 138 0 8.0
K=275 0 4.5
K
J
H
Pt loads:
R1 =2719 R2 =3244
SPAN =8 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#25
Date: 11/01/17
Selection 4x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.7 in2 R2=2.7 in2 (1.5) DL Defl= 0.09 in
Data Beam Span 8.0 ft
Beam Wt per ft 9.57# Reaction 1 TL 1698# Reaction 2 TL 1698#
Bm Wt Included 77# Maximum V 1698#
Max Moment 3397'# Max V(Reduced) 1300#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 73.83 39.38 0.09
Critical 45.74 12.04 0.40
Status OK OK OK
Ratio 62% 31% 23%
Fb (psi) Fv(psi) E (psi x mil) Fc1(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 891 162 1.6 625 —
Adjustments CF Size Factor 1.100
Cd Duration 0.90 0.90
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 TL Start End
H =85 0 8.0
1 =330 0 8.0
H
R1 = 1698 R2= 1698
SPAN =8 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#3625 BEAM#26
Date: 11/01/17
Selection 4x 8 DF-L#2 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.05 in
Data Beam Span 8.0 ft Reaction 1 LL 427# Reaction 2 LL 427#
Beam Wt per ft 6.17# Reaction 1 TL 665# Reaction 2 TL 665#
Bm Wt Included 49# Maximum V 665#
Max Moment 1329'# Max V(Reduced) 564#
TL Max Defl L/480 TL Actual Defl L/947
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 30.66 25.38 0.10 0.06
Critical 13.63 4.70 0.20 0.20
Status OK OK OK OK
Ratio 44% 19% 51% 28%
Fb(psi) Fv(psi) E (psi x mil) Ec (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 625
Adiustments CF Size Factor 1.300
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: 107 Uniform TL: 160 =A
Uniform Load A
R1 =665 R2 =665
SPAN =8 FT
Uniform and partial uniform loads are lbs per lineal ft.