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BeamChek v2009 licensed to:DENNIS TROXEUTROXEL'S HOME DESIGN Reg#81014403
PLAN#1330 GOFFMOORE KITCHEN MALL
BEAM#1 Prepared by:D.T. Date:3/22/13 N O V 1 9 2015
Selection (2)2x 12 DF-L#2 Lu=0.0 Ft „ R
Conditions NDS 2005 4.11 A 7 kliq .u ARD
Min Bearing Area R1=2.1 in2 R2=2.1 in2 (1.5)DL Defl= <0.01 in. l ij,;lil Nii J;i JiJSf ON
Data Beam Span 4.5 ft Reaction 1 LL 1035# Reaction 2 LL 1035#
Beam Wt per ft 8.2# Reaction 1 TL 1312# Reaction 2 TL 1312#
Bm Wt Included 37# Maximum V 1312#
Max Moment 1476`# Max V(Reduced) 765#
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) IL Defl(in) LL Defl
Actual 63.28 33.75 0.01 <0.01
Critical 19.68 6.38 0.23 0.15
Status OK OK OK OK
Ratio 31% 19% 5% 5%
Fb(psi) Fv(psi) E(psi x mil) Fc_l_.(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 900 180 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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
- Loads Uniform LL:460 Uniform TL: 575 =A
Uniform Load A
R312 R2 312
SPAN=4.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE GREAT/NOOK
BEAM#2 Prepared by:D.T. Date:3/22/13
Selection 6-1/8x 15 GLB 24F-V4 DFIDF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=12.5 int R2=12.5 in2 (1.5)DL Defl= 0.30 in Recom Camber=0.44 in
Data Beam Span 16.33 ft Reaction 1 LL 5487# Reaction 2 LL 5487#
Beam Wt per ft 18.68# Reaction 1 TL 8105# Reaction 2 TL 8105#
Bm Wt Included 305# Maximum V 8105#
Max Moment 33090'# Max V(Reduced) 6864#
TL Max Defl L/240 TL Actual Defl L/276
LL Max Defl L/360 LL Actual Defl L/474
Attributes Section(in') Shear(In3) TL Defl(in) LL Defl
Actual 192.19 76.88 0.71 0.41
Critical 143.87 37.31 0.82 0.54
Status OK OK OK OK
Ratio 75% 49% 87% 76%
Fb(psi) Fv(psi) E(psi x mil) Fci.(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2760 276 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 1.15 1.15
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:672 Uniform TL: 974 =A
Uniform Load A
Q
R1 05 R2=8105
SPAN= 16.33 FT
Uniform and partial uniform loads are ibs per lineal ft.
• TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXELJTROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE GR.RM./DINING RM.
BEAM#3 Prepared by:D.T. Date:3/22113
Selection 6x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=3.2 in2 R2=3.2 in2 (1.5)DL Defl= 0.32 in
Data Beam Span 16.0 ft Reaction 1 LL 936# Reaction 2 LL 936#
Beam Wt per ft 15.37# Reaction 1 TL 1995# Reaction 2 TL 1995#
Bm Wt Included 246# Maximum V 1995#
Max Moment 7980 W Max V(Reduced) 1756#
TL Max Defl L/240 TL Actual Defl L/375
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 121.23 63.25 0.51 0.19
Critical 95.16 13.47 0.80 0.53
Status OK OK OK OK
Ratio 78% 21% 64% 36%
Fb(psi) Fv(psi) E(psi x mil) Fc i(psi)
Values Reference Values 875 170 1.3 625
Adjusted Values 1006 196 1.3 625
Adjustments CF Size Factor 1.000
Cd Duration 1.15 1.15
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: 117 Uniform TL: 234 =A
Uniform Load A
R1 = 1995 R2= 1995
SPAN=16.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
• TROXEL'S HOME DESIGN
BeemChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE FOYER/STAIRS
BEAM#4 Prepared by: D.T. Date:3/22/13
Selection 6x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.2 in2 R2=4.6 in2 (1.5)DL Defl= 0.08 in
Data Beam Span 10.33 ft Reaction 1 LL 1725# Reaction 2 LL 1927#
Beam Wt per ft 15.37# Reaction 1 TL 2649# Reaction 2 TL 2901 #
Bm Wt Included 159# Maximum V 2901 #
Max Moment 7085 Yr: Max V(Reduced) 2330#
TL Max Defl L/240 TL Actual Defl L/666
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(ire) TL Defl(in) LL Defl
Actual 121.23 63.25 0.19 0.10
Critical 97.16 20.56 0.52 0.34
Status OK OK OK OK
Ratio 80% 33% 36% 30%
Fb(psi) Fv(psi) E(psi x mil) Fcl.(psi)
Values Reference Values 875 170 1.3 625
Adjusted Values 875 170 1.3 625
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
Par Unif LL Par Unif TL Start End
320 H=480 0 6.0
400 I=580 6.0 10.33
H
R1 =2649 R2=2901
SPAN=10.33 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE GARAGE
BEAM#5 Prepared by: D.T. Date:3/22/13
Selection 5-118x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.9 in2 R2=4.9 in2 (1.5)DL Defl= 0.10 in Recom Camber=0.18 in
Data Beam Span 12.5 ft Reaction 1 LL 2469# Reaction 2 LL 2469#
Beam Wt per ft 13.08# Reaction 1 TL 3175# Reaction 2 TL 3175#
Bm Wt Included 163# Maximum V 3175#
Max Moment 9923'# Max V(Reduced) 2731 #
TL Max Defl L/240 TL Actual Defl L/431
LL Max Defl L/360 LL Actual Deft L/616
Attributes Section(in') Shear(in') TL Defl(In) LL Defl
Actual 94.17 53.81 0.35 0.24
Critical 49.62 17.07 0.63 0.42
Status OK OK OK OK
Ratio 53% 32% 56% 58%
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:395 Uniform TL: 495 =A
Uniform Load A
R1 =3175 R2=3175
SPAN=12.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
• TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXELRROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE GARAGE
BEAM#6 Prepared by: D.T. Date:3/22/13
Selection (2)2x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=1.1 in2 R2=1.1 in2 (1.5)DL Defl= <0.01 in.
afite Beam Span 3.0 ft Reaction 1 LL 423# Reaction 2 LL 423#
Beam Wt per ft 8.2# Reaction 1 TL 693# Reaction 2 TL 693#
Bm Wt Included 25# Maximum V 693#
Max Moment 520'# Max V(Reduced) 260#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Dell L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(int) TL Defl(In) LL Defl
Actual 63.28 33.75 0.00 <0.01
Critical 6.03 1.88 0.15 0.10
Status OK OK OK OK
Ratio 10% 6% 1% 1%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1035 207 1.6 625
Adjustments CF Size Factor 1.000
Cd Duration 1.15 1.15
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
j.oads Uniform LL:282 Uniform TL:454 =A
�i Uniform Load A
R1 =693 R2=693
SPAN=3.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeemChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE GARAGE MAIN BM.
BEAM#7 Prepared by:D.T. Date:3/22/13
Selection 5-118x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Mln Bearing Area R1=10.3 in2 R2=8.9 in2 (1.5)DL Defl= 0.27 in Recom Camber=0.41 in
agig Beam Span 20.0 ft Reaction 1 LL 4727# Reaction 2 LL 4373#
Beam Wt per ft 20.55# Reaction 1 TL 6691 # Reaction 2 TL 5807#
Bm Wt Included 411 # Maximum V 6691#
Max Moment 30913'# Max V(Reduced) 5742#
TL Max Defl L/240 TL Actual Defl L/310
LL Max Defl L/360 LL Actual Defl L/477
Attributes Section(in') Shear(in2) TL Deb(in) LL Defl
Actual 232.55 84.56 0.78 0.50
Critical 138.08 31.21 1.00 0.67
Status OK OK OK OK
Ratio 59% 37% 78% 76%
Fb(psi) Fv(psi) E(psi x mil) Fc i(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2687 276 1.8 650
Adjustments Cv Volume 0.973
Cd Duration 1.15 1.15
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 LL Point TL Distance Par Unif LL Par Unif TL Start End
423 B=693 8.17 465 H=670 0 6.17
420 I=525 6.17 20.0
H
Pt loads: L
n
R1 =6691 R2=5807
SPAN=20.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
• TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEUTROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE GARAGE DR.HDR.
BEAM#8 Prepared by: D.T. Date:3/22/13
Selection 6x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Mln Bearing Area R1=3.4 in2 R2=3.5 in2 (1.5)DL Defl= 0.39 in
/)a a Beam Span 16.5 ft Reaction 1 LL 1181 # Reaction 2 LL 1087#
Beam Wt per ft 15.37# Reaction 1 TL 2123# Reaction 2 TL 2184#
Bm Wt Included 254# Maximum V 2184#
Max Moment 9527 W Max V(Reduced) 1993#
TL Max Defl L/240 TL Actual Defl L/295
LL Max Defl L/360 LL Actual Dell L/702
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 121.23 63.25 0.67 0.28
Critical 113.62 15.29 0.83 0.55
Status OK OK OK OK
Ratio 94% 24% 81% 51%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 875 170 1.3 625
Adjusted Values 1006 196 1.3 625
Adjustments CF Size Factor 1.000
Cd Duration 1.15 1.15
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 LL Point TL Distance Par Unif LL Par Unif TL Start End
423 B=693 4.5 90 H=120 0 4.5
120 I=235 4.5 16.5
H
Pt loads:
R1 =2123 R2=2184
SPAN=16.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE FRONT PORCH
BEAM#9 Prepared by:D.T. Date:3/22/13
Selection 6x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=1.3 in2 R2=1.3 int (2.0)DL Defl= <0.01 in.
Data Beam Span 4.5 ft Reaction 1 LL 405# Reaction 2 LL 405#
Beam Wt per ft 10.02# Reaction 1 TL 563# Reaction 2 TL 563#
Bm Wt Included 45# Maximum V 563#
Max Moment 633'# Max V(Reduced) 406#
TL Max Defl L/180 TL Actual Defl L/>1000
LL Max Defl L/240 LL Actual Defl L/>1000
Attributes Section(ins) Shear(in2) TL Dell(in) LL Defl
Actual 51.56 41.25 0.01 <0.01
Critical 8.81 3.12 0.30 0.23
Status OK OK OK OK
Ratio 17% 8% 4% 3%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 750 170 1.3 625
Adjusted Values 863 196 1.3 419
Adjustments CF Size Factor 1.000
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 0.67
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 180 Uniform TL: 240 =A
Uniform Load A
R1 =563 R2=563
SPAN=4.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
TROXEL'S HOME DESIGN
• BeamChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1330 GOFFMOORE BACK PORCH
BEAM#10 Prepared by:D.T. Date:322/13
Selection 6x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=1.8 in2 R2=1.8 in2 (2.0)DL Defl= 0.08 in
Data Beam Span 10.0 ft Reaction 1 LL 525# Reaction 2 LL 525#
Beam Wt per ft 10.02# Reaction 1 TL 750# Reaction 2 TL 750#
Bm Wt Included 100# Maximum V 750#
Max Moment 1875'# Max V(Reduced) 656#
TL Max Defl L/180 TL Actual Defl L/688
LL Max Defl L/240 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 51.56 41.25 0.17 0.09
Critical 26.09 5.04 0.67 0.50
Status OK OK OK OK
Ratio 51% 12% 26% 19%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 750 170 1.3 825
Adjusted Values 863 196 1.3 419
Adjustments CF Size Factor 1.000
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 0.67
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 105 Uniform TL: 140 =A
Uniform Load A
R1 =750 R2=750
SPAN=10.0 Fr-
Uniform
fUniform and partial uniform loads are lbs per lineal ft.