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BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954 RCEIVED
PLAN#4091 BEAM#1
Date: 5/17/17 MO22
Selection 4x 10 DF-L#2 Lu =0.0 Ft Ci 20/7
Conditions NDS 2012etilLr3/AyF-�'/(�'�R,
Min Bearing Area R1= 2.8 in2 R2= 1.8 in2 (1.5) DL DefI= 0.06 in G D/v/s/ON
Data Beam Span 6.0 ft
Beam Wt per ft 7.87 # Reaction 1 TL 1744# Reaction 2 TL 1098#
Bm Wt Included 47# Maximum V 1744#
Max Moment 1990'# Max V(Reduced) 1680#
TL Max Defl L/180 TL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in)
Actual 49.91 32.38 0.06
Critical 24.57 15.55 0.40
Status OK OK OK
Ratio 49% 48% 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
Point TL Distance Par Unif TL Start End
B = 1244 1.0 H = 75 0 6.0
1 =220 1.0 6.0
I
H
Pt loads: B
R1 = 1744 R2 = 1098
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#4091 BEAM#2
Date: 5/17/17
•
Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 5.2 in2 R2= 5.2 in2 (1.5) DL Defl= 0.08 in Recom Camber=0.12 in
Data Beam Span 12.0 ft Reaction 1 LL 2160# Reaction 2 LL 2160#
Beam Wt per ft 19.68 # Reaction 1 TL 3358# Reaction 2 TL 3358#
Bm Wt Included 236# Maximum V 3358#
Max Moment 10074'# Max V(Reduced) 2798#
TL Max Defl L/ 180 TL Actual Defl L/820
LL Max Defl L/240 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 162.00 81.00 0.18 0.10
Critical 50.37 17.49 0.80 0.60
Status OK OK OK OK
Ratio 31% 22% 22% 16%
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: 360 Uniform TL: 540 =A
Uniform Load A
. .
R1 =3358 R2 = 3358
SPAN = 12 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#3
Date: 5/17/17
Selection 10-3/4x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 11.5 in2 R2= 11.5 in2 (1.5) DL Defl= 0.19 in Recom Camber=0.28 in
Data Beam Span 16.0 ft Reaction 1 LL 4800# Reaction 2 LL 4800#
Beam Wt per ft 35.27# Reaction 1 TL 7482# Reaction 2 TL 7482#
Bm Wt Included 564# Maximum V 7482#
Max Moment 29928'# Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/469
LL Max Defl L/480 LL Actual Defl L/862
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual I 326.53 145.13 0.41 0.22
Critical 158.68 46.76 0.80 0.40
Status OK OK OK OK
Ratio 49% 32% 51% 56%
Fb(psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2263 240 1.8 650
Adjustments Cv Volume 0.943
Cd Duration 1.00 1.00
Cr Repetitive 1.00
1 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: 600 Uniform TL: 900 =A
Uniform Load A
R1 = 7482 R2= 7482
SPAN = 16 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#4
Date: 5/17/17
Selection 8-3/4x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=5.9 int R2= 7.7 int (1.5) DL Defl= 0.48 in Recom Camber=0.72 in
Data Beam Span 15.5 ft Reaction 1 LL 310# Reaction 2 LL 310#
Beam Wt per ft 28.7 # Reaction 1 TL 3825# Reaction 2 TL 5032#
Bm Wt Included 445# Maximum V 5032#
Max Moment 30825'# Max V (Reduced) 4932#
TL Max Defl L/240 TL Actual Defl L/376
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Deft (in) LL Defl
Actual 265.78 118.13 0.49 0.02
Critical 177.33 34.25 0.78 0.39
Status OK OK OK OK
Ratio 67% 29% 64% 4%
Fb (psi) Fv(psi) E (psi x mil) Fc I (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2086 216 1.8 650
Adjustments Cv Volume 0.966
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:40 Uniform TL: 60 =A
Point TL Distance
B = 7482 9.0
Uniform Load A
Pt loads: B
0
R1 =3825 R2= 5032
SPAN = 15.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#5
Date: 5/17/17
Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft 1
Conditions NDS 2012
Min Bearing Area R1=4.6 in2 R2=5.4 in2 (1.5) DL Defl= 0.09 in Recom Camber=0.13 in
Data Beam Span 11.0 ft Reaction 1 LL 1650# Reaction 2 LL 1650#
Beam Wt per ft 19.68 # Reaction 1 TL 2982# Reaction 2 TL 3512#
Bm Wt Included 217# Maximum V 3512#
Max Moment 9439'# Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/913
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 162.00 81.00 0.14 0.06
Critical 47.19 21.95 0.55 0.28
Status OK OK OK OK
Ratio 29% 27% 26% 21%
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: 300 Uniform TL: 450 =A
Point IL Distance Par Unif TL Start End
B=427 6.0 H = 180 6.0 11.0
H
Uniform Load A
Pt loads: B
0
R1 =2982 R2= 3512
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#4091 BEAM#6
Date: 5/17/17
• Selection 10-3/4x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 5.3 in2 R2= 3.0 in2 (1.5) DL Defl= 0.39 in Recom Camber=0.58 in
Data Beam Span 20.0 ft Reaction 1 LL 400# Reaction 2 LL 400#
Beam Wt per ft 35.27# Reaction 1 TL 3464# Reaction 2 TL 1966#
Bm Wt Included 705# Maximum V 3464#
Max Moment 18625'# Max V(Reduced) 3357#
TL Max Defl L/240 TL Actual Defl L/568
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 326.53 145.13 0.42 0.04
Critical 100.98 20.98 1.00 0.50
Status OK OK OK OK
Ratio 31% 14% 42% 7%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2213 240 1.8 650
Adjustments Cv Volume 0.922
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:40 Uniform TL: 60 =A
Point TL Distance
B =3525 5.75
Uniform Load A
Pt loads: B
0 0
R1 = 3464 R2= 1966
SPAN =20 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The Whitehouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#7
Date: 5/17/17
Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 5.8 in2 R2=5.4 in2 (1.5) DL Defl= 0.05 in Recom Camber=0.07 in
Data Beam Span 6.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200#
Beam Wt per ft 13.08 # Reaction 1 TL 3795# Reaction 2 TL 3495#
Bm Wt Included 78 # Maximum V 3795#
Max Moment 65891# Max V(Reduced) 2893#
TL Max Defl L/240 TL Actual Defl L/X1000
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 94.17 53.81 0.06 0.01
Critical 32.95 18.08 0.30 0.15
Status OK OK OK OK
Ratio 35% 34% 21% 9%
Fb(psi) Fv(psi) E (psi x mil) Fc_l_(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: 400 Uniform TL: 600 =A
Point TL Distance Par Unif TL Start End
B = 1744 3.5 H =75 0 6.0
1 =405 0 3.5
I
H
Uniform Load A
Pt loads: B
0
R1 = 3795 R2= 3495
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#4091 BEAM#8
Date: 5/17/17
Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 7.3 in2 R2=9.8 in2 (1.5) DL Defl= 0.09 in Recom Camber=0.13 in
Data Beam Span 6.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200#
Beam Wt per ft 13.08 # Reaction 1 TL 4776# Reaction 2 TL 6345#
Bm Wt Included 78 # Maximum V 6345#
Max Moment 10361 '# Max V(Reduced) 5325#
TL Max Defl L/240 TL Actual Defl L/717
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 94.17 53.81 0.10 0.01
Critical 51.81 33.28 0.30 0.15
Status OK OK OK OK
Ratio 55% 62% 33% 9%
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:400 Uniform TL: 600 =A
Point TL Distance Par Unif TL Start End
B =4418 4.0 H = 75 0 6.0
1 =405 0 4.0
J =477 4.0 6.0
J
H
Uniform Load A
Pt loads: B
R1 =4776 R2 =6345
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#4091 BEAM#9
Date: 5/17/17
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 9.3 in2 R2=9.3 in2 (1.5) DL Defl= 0.13 in Recom Camber=0.19 in
Data Beam Span 12.0 ft Reaction 1 LL 3960# Reaction 2 LL 3960#
Beam Wt per ft 16.81 # Reaction 1 TL 6041 # Reaction 2 TL 6041 #
Bm Wt Included 202# Maximum V 6041 #
Max Moment 181231# Max V(Reduced) 4908#
TL Max Defl L/240 TL Actual Defl L/495
LL Max Defl L/480 LL Actual Defl L/886
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 155.67 69.19 0.29 0.16
Critical 90.61 30.68 0.60 0.30
Status OK OK OK OK
Ratio 58% 44% 48% 54%
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: 660 Uniform TL: 990 =A
Uniform Load A
R1 =6041 R2=6041
SPAN = 12 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#10
Date: 5/17/17
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 3.6 in2 R2= 3.6 in2 (1.5) DL Defl= 0.08 in Recom Camber=0.11 in
Data Beam Span 12.0 ft Reaction 1 LL 1170# Reaction 2 LL 1170#
Beam Wt per ft 16.81 # Reaction 1 TL 2366# Reaction 2 TL 2366#
Bm Wt Included 202 # Maximum V 2366#
Max Moment 70981# Max V(Reduced) 1922#
TL Max Defl L/240 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 155.67 69.19 0.12 0.05
Critical 35.49 12.01 0.60 0.30
Status OK OK OK OK
Ratio 23% 17% 21% 16%
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: 195 Uniform TL: 293 =A
Par Unif TL Start End
H = 85 0 12.0
H
Uniform Load A
R1 =2366 R2=2366
SPAN = 12 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#11
Date: 5/17/17
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=3.3 in2 R2= 3.3 in2 (1.5) DL Defl= 0.05 in Recom Camber=0.08 in
Data Beam Span 11.0 ft Reaction 1 LL 1073# Reaction 2 LL 1073#
Beam Wt per ft 16.81 # Reaction 1 TL 2169# Reaction 2 TL 2169#
Bm Wt Included 185# Maximum V 2169#
Max Moment 5964'# Max V(Reduced) 1725#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in') TL Defl (in) LL Defl
Actual 155.67 69.19 0.09 0.03
Critical 29.82 10.78 0.55 0.28
Status OK OK OK OK
Ratio 19% 16% 16% 12%
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: 195 Uniform TL: 293 =A
Par Unif TL Start End
H =85 0 11.0
H
Uniform Load A
R1 =2169 R2=2169
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#4091 BEAM#12
Date: 5/17/17
• Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5) DL Defl= <0.01 in.Recom Camber=<0.01 in.
Data Beam Span 6.0 ft Reaction 1 LL 585# Reaction 2 LL 585#
Beam Wt per ft 16.81 # Reaction 1 TL 1183# Reaction 2 TL 1183#
Bm Wt Included 101 # Maximum V 1183#
Max Moment 1774'# Max V(Reduced) 739#
TL Max Defl L/240 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 155.67 69.19 0.01 <0.01
Critical 8.87 4.62 0.30 0.15
Status OK OK OK OK
Ratio 6% 7% 3% 2%
Fb (psi) Fv(psi) E (psi x mil) Fc_l_(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: 195 Uniform TL: 293 =A
Par Unif TL Start End
H =85 0 6.0
H
Uniform Load A
0 0
R1 = 1183 R2= 1183
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#4091 BEAM#13
Date: 5/17/17
Selection 6-3/4x 24 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 14.4 int R2=27.1 in2 (1.5) DL Defl= 0.76 in Recom Camber= 1.13 in
Data Beam Span 22.7 ft Reaction 1 LL 1362# Reaction 2 LL 1362#
Beam Wt per ft 39.37 # Reaction 1 TL 9360# Reaction 2 TL 17598#
Bm Wt Included 894# Maximum V 17598#
Max Moment 86200'# Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/337
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 648.00 162.00 0.81 0.05
Critical 531.72 122.21 1.14 0.57
Status OK OK OK OK
Ratio 82% 75% 71% 9%
Fb (psi) Fv (psi) E (psi x mil) Fc_i_(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 1945 216 1.8 650
Adjustments Cv Volume 0.901
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
Point TL Distance Par Unif TL Start End
B = 1183 6.5 H = 1109 12.5 21.5
C =3388 12.5 I =255 6.5 22.7
D =2635 21.5 J = 110 6.5 12.5
J
I
H
Uniform Load A
Pt loads: B C D
. .
R1 =9360 R2 = 17598
SPAN = 22.7 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The Whitehouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#14
Date: 5/17/17
Selection 5-118x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 5.9 in' R2= 5.9 in2 (1.5) DL Defl= 0.54 in Recom Camber=0.81 in
Data Beam Span 18.0 ft Reaction 1 LL 1350# Reaction 2 LL 1350#
Beam Wt per ft 16.81 # Reaction 1 TL 3841 # Reaction 2 TL 3841 #
Bm Wt Included 303# Maximum V 3841 #
Max Moment 17286'# Max V(Reduced) N/A
TL Max Defl L/ 180 TL Actual Defl L/298
LL Max Defl L/240 LL Actual Defl L/>1000
Attributes Section (in3) Shear(int) TL Defl (in) LL Defl
Actual 155.67 69.19 0.72 0.19
Critical 86.43 24.01 1.20 0.90
Status OK OK OK OK
Ratio 56% 35% 60% 21%
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: 150 Uniform TL: 225 =A
Par Unif TL Start End
H = 185 0 18.0
H
Uniform Load A
. .
R1 =3841 R2 =3841
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#4091 BEAM#15
Date: 5/17/17
Selection 6-3/4x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 16.9 in2 R2=8.3 in2 (1.5) DL Defl= 0.08 in Recom Camber=0.11 in
Data Beam Span 8.0 ft Reaction 1 LL 880# Reaction 2 LL 880#
Beam Wt per ft 22.14# Reaction 1 TL 10979# Reaction 2 TL 5366#
Bm Wt Included 177# Maximum V 10979#
Max Moment 11599'# Max V(Reduced) N/A
TL Max Defl L/240 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 205.03 91.13 0.08 <0.01
Critical 64.44 76.24 0.40 0.20
Status OK OK OK OK
Ratio 31% 84% 21% 4%
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 Uniform LL: 220 Uniform TL: 330 =A
Point TL Distance Par Unif TL Start End
B =6415 0.5 H =85 0 8.0
I =804 0 8.0
H
Uniform Load A
Pt loads: B
0` 0
R1 = 10979 R2 = 5366
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#4091 BEAM#16
Date: 5/17/17
Selection 6x 12 DF-L#1 Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 3.0 in2 R2=3.0 in2 (1.5) DL Defl= 0.15 in
Data Beam Span 13.25 ft Reaction 1 LL 795# Reaction 2 LL 795#
Beam Wt per ft 15.37# Reaction 1 TL 1857# Reaction 2 TL 1857#
Bm Wt Included 204# Maximum V 1857#
Max Moment 6153'# Max V(Reduced) 1589#
TL Max Defl L/ 180 TL Actual Defl L/696
LL Max Defl L/240 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 121.23 63.25 0.23 0.07
Critical 54.69 14.02 0.88 0.66
Status OK OK OK OK
Ratio 45% 22% 26% 11%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 1350 170 1.6 625
Adjusted Values 1350 170 1.6 625
Adjustments CF Size Factor 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: 120 Uniform TL: 180 =A
Par Unif TL Start End
H = 85 0 13.25
H
Uniform Load A
0 0
R1 = 1857 R2= 1857
SPAN = 13.25 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
PLAN#4091 BEAM#17
Date: 5/17/17
• Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.6 in2 R2=4.0 in2 (1.5) DL Defl= 0.25 in Recom Camber=0.38 in
Data Beam Span 9.0 ft Reaction 1 LL 180# Reaction 2 LL 180#
Beam Wt per ft 7.97 # Reaction 1 TL 3018# Reaction 2 TL 2587#
Bm Wt Included 72 # Maximum V 3018#
Max Moment 6254'# Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/406
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 57.42 32.81 0.27 0.01
Critical 34.75 20.96 0.45 0.23
Status OK OK OK OK
Ratio 61% 64% 59% 5%
Fb (psi) Fv(psi) E (psi x mil) Fci_(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:40 Uniform TL: 60 =A
Point TL Distance Par Unif TL Start End
B = 1363 1.5 H = 382 1.5 9.0
1 = 85 0 9.0
I
H
Uniform Load A
Pt loads: B
0
R1 = 3018 R2 =2587
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#4091 BEAM#18
Date: 5/17/17
Selection 4x 10 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= 0.02 in
Data Beam Span 8.0 ft Reaction 1 LL 427# Reaction 2 LL 427#
Beam Wt per ft 7.87# Reaction 1 TL 671 # Reaction 2 TL 671 #
Bm Wt Included 63# Maximum V 671 #
Max Moment 1343'# Max V(Reduced) N/A
TL Max Defl L/240 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 49.91 32.38 0.05 0.03
Critical 14.92 5.60 0.40 0.20
Status OK OK OK OK
Ratio 30% 17% 12% 13%
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: 107 Uniform TL: 160 =A
Uniform Load A
R1 =671 R2 =671
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#4091 BEAM#19
Date: 5/17/17
Selection 6x 12 DF-L#1 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 3.0 in2 R2= 3.0 in2 (1.5) DL Defl= 0.01 in
Data Beam Span 7.5 ft Reaction 1 LL 1463# Reaction 2 LL 1463#
Beam Wt per ft 15.37# Reaction 1 TL 1886# Reaction 2 TL 1886#
Bm Wt Included 115# Maximum V 1886#
Max Moment 3536'# Max V(Reduced) N/A
TL Max Defl L/240 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 121.23 63.25 0.04 0.02
Critical 31.43 16.64 0.38 0.19
Status OK OK OK OK
Ratio 26% 26% 10% 13%
Fb (psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 1350 170 1.6 625
Adjusted Values 1350 170 1.6 625
Adjustments CF Size Factor 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: 390 Uniform TL: 488 =A
Uniform Load A
. .
R1 = 1886 R2 = 1886
SPAN = 7.5 FT
Uniform and partial uniform loads are lbs per lineal ft.