Report (2) RECEIVE®
TROXEL'S HOME DESIGN
_ DEC 2 2015
BeamChek v2009 licensed to:DENNIS TROXELITFROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1355 GOFFMOORE FOYER L011 IUARL)BUILDING DIVISION
#1 Prepared by: D.T. Date:6/24/13
- Selection 4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=2.9 int R2=2.9 int (1.5)DL Defl= <0.01 in.
Data Beam Span 5.83 ft Reaction 1 LL 1420# Reaction 2 LL 1420#
Beam Wt per ft 9.57# Reaction 1 TL 1803# Reaction 2 TL 1803#
Bm Wt Included 56# Maximum V 1803#
Max Moment 2628'# Max V(Reduced) 1223#
TL Max Defl L 1240 TL Actual Defl L I>1000
LL Max Defl L 1360 LL Actual Defl L/>1000
Att6butes Section in Shear in TL Defl in LL Defl
Actual 73.83 39.38 0.03 0.02
Critical 31.86 10.19 0.29 0.19
Status OK OK OK OK
Ratio 43% 26% 9% 10%
Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi)
Values Reference Values 900 180 1.6 625
Ad'usted Values 990 180 1.6 625
Adiustments 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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:487 Uniform TL: 609 =A
Uniform Load A
0
R1 =1803 R2= 1803
SPAN=5.83 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'
S HOME DESIGN
- BeamChek v2009 licensed to:DENNIS TROXELIrROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1355 GOFFMOORE BATH
BEAM#1A Prepared by:D.T. Date:6/24/13
Selection 4x 8 DF-L#2 Lu=0.0 Ft
Condidon NDS 2005
Min Bearing Area R1=0.7 in' R2=0.7 int (1.5)DL Defl= <0.01 in.
Data Beam Span 3.67 ft Reaction 1 LL 207# Reaction 2 LL 207#
Beam Wt per ft 6.17# Reaction 1 TL 419# Reaction 2 TL 419#
Bm Wt Included 23# Maximum V 419#
Max Moment 384'# Max V(Reduced) 281 #
TL Max Defl L 1240 TL Actual Defl L I>1000
LL Max Defl L 1360 LL Actual Defl L/>1000
Attifttes Section in' Shear(in=) TL Defl(in) LL Defl
Actual 30.66 25.38 0.01 <0.01
Critical 3.94 2.34 0.18 0.12
Status OK OK OK OK
Ratio 13% 9% 4% 2%
Fb(psi) Fv(psi) E(psi x mil Fc (psi)
V ues Reference Values 900 180 1.6 625
Ad usted Values 1170 180 1.6 625
Adjustments 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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 113 Uniform TL: 222 =A
Uniform Load A
Q
R1 =419 R2=419
SPAN=3.67 FT
Uniform and partial uniform loads are lbs per lineal ft.
. i
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEIjROXEI'S HOME DESIGN Reg#8101-1403
PLAN#1355 GOFFMOORE FOYER
BEAM#1 B Prepared by: D.T. Date:6/24/13
Selection (2)1-3/4x 11-7/8 2.0E BC Versa-Lam 2800 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=1,1 in' R2=0.9 int (1.5)DL Defl= 0.02 in
Data Beam Span 10.0 ft Reaction 1 LL 178# Reaction 2 LL 245#
Beam Wt per ft 10.68# Reaction 1 TL 548# Reaction 2 TL 433#
Bm Wt Included 107# Maximum V 548#
Max Moment 1207'# Max V(Reduced) 425#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Aitilbutes Section in' Shear int TL Defl in LL Deft
Actual 82.26 41.56 0.03 0.01
Critical 5.17 2.24 0.50 0.33
Status OK OK OK OK
Ratio 6% 5% 6% 3%
Fb(psi) Fv psD E(psi x mil Fc-L(psi)
Values Reference Values 2800 285 2.0 500
Ad'usted Values 2803 285 2.0 500
Adiustments CF Size Factor 1.001
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
Par Unif LL Par Unif TL Start End
27 H=114 0 4.34
54 1=67 4.34 10.0
I
H
Q Q
R1 =548 R2=433
SPAN= 10.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek V2009 licensed to:DENNIS TROXELITROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1355 GOFFMOORE MAIN GARAGE BEAM
BEAM#2 Prepared by:D.T. Date:6/24/13
• Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF _ Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.1 in' R2=4.1 int (1.5)DL Defl= 0.51 in Recom Cambe-0.76 in
Data Beam Span 21.5 ft Reaction 1 LL 1258# Reaction 2 LL 1258#
Beam Wt per ft 16.81 # Reaction 1 TL 2696# Reaction 2 TL 2696#
Bm Wt Included 361 # Maximum V 2696#
Max Moment 14492'# Max V(Reduced) 2414#
TL Max Defl L/240 TL Actual Defl L 1320
LL Max Defl L 1360 LL Actual Defl L/869
Attributes Section in Shear in TL Defl in LL Defl
Actual 155.67 69.19 0.81 0.30
Critical 63.91 13.12 1.08 0.72
Status OK OK OK OK
Ratio 41% 19% 75% 41%
Fb(psi) Fv(psi) E(psi x mil Fc-L(psi)
Values Reference Values 2400 240 1.8 650
Ad usted Values 2721 276 1.8 650
Adjustments Cv Volume 0.986
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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 117 Uniform TL:234 =A
Uniform Load A
0 Q
R1 =2696 R2=2696
SPAN=21.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXELITROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1355 GOFFMOORE GARAGE DR. HDR.
BEAM#3 Prepared by:D.T. Date:6/24/13
Se
Jection 6x 12 DF-L#2 Lu=0.0 Ft
Condition NDS 2005
Min Bearing Area R1=1.5 in' R2= 1.5 int (1.5)DL Defl= 0.11 in
Data Beam Span 16.5 ft Reaction 1 LL 619# Reaction 2 LL 619#
Beam Wt per ft 15.37# Reaction 1 TL 952# Reaction 2 TL 952#
Bm Wt Included 254# Maximum V 952#
Max Moment 3926'# Max V(Reduced) 841 #
TL Max Defl L/180 TL Actual Defl L/795
LL Max Defl L/240 LL Actual Defl L/>1000
Attribute Section in' Shear in TL Defl in LL Defl
Actual 121.23 63.25 0.25 0.14
Critical 46.82 6.45 1.10 0.83
Status OK OK OK OK
Ratio 39% 10% 23% 17%
Fb(psi) Fv(psi) E(psi x mil Fc (psi)
Values Reference Values 875 170 1.3 625
Ad'usted Values 1006 196 1.3 625
Afflotments 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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:75 Uniform TL: 100 =A
Uniform Load A
0
R1 =952 R2=952
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#1355 GOFFMOORE FRONT PORCH
BEAM#4 Prepared by:D.T. Date:6/24/13
Selec ion 6x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=1.9 in= R2= 1.9 int (2.0)DL Defl= 0.02 in
Data Beam Span 6.0 ft Reaction 1 LL 585# Reaction 2 LL 585#
Beam Wt per ft 10.02# Reaction 1 TL 810# Reaction 2 TL 810#
Bm Wt Included 60# Maximum V 810#
Max Moment 1215'# Max V(Reduced) 641 #
TL Max Defl L/180 TL Actual Deft L/>1000
LL Max Defl L/240 LL Actual Defl L/>1000
Athibute Section in' Shear in TL Defl in LL Defl
Actual 51.56 41.25 0.04 0.02
Critical 16.91 4.92 0.40 0.30
Status OK OK OK OK
Ratio 33% 12% 10% 8%
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 NIA
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: 195 Uniform TL: 260 =A
Uniform Load A
0
R1 =810 R2=810
SPAN=6.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEU7ROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1355 GOFFMOORE FRONT PORCH
BEAM#5 Prepared by:D.T. Date:6/24113
Selec io 6x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=0.6 int R2=0.6 in' (2.0)DL Defl= <0.01 in.
Data Beam Span 2.0 ft Reaction 1 LL 195# Reaction 2 LL 195#
Beam Wt per ft 10.02# Reaction 1 TL 270# Reaction 2 TL 270#
Bm Wt Included 20# Maximum V 270#
Max Moment 135'# Max V(Reduced) 101#
TL Max Defl L/180 TL Actual Defl L/>1000
LL Max Defl L/240 LL Actual Defl L/>1000
Attdbu e Section W Shear in TL Defl in LL Defl
Actual 51.56 41.25 0.00 <0.01
Critical 1.88 0.78 0.13 0.10
Status OK OK OK OK
Ratio 4% 2% 0% 0%
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
Adiustments 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: 195 Uniform TL:260 =A
Uniform Load A
0 0
R1 =270 R2=270
SPAN=2.0 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#1355 GOFFMOORE DECK SUPPORT
BEAM#6 Prepared by:D.T. Date:7/10/13
Selection 6x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.1 in' R2=4.1 int (1.5)DL Defl= 0.04 in
Date Beam Span 10.0 ft Reaction 1 LL 2085# Reaction 2 LL 2085#
Beam Wt per ft 15.37# Reaction 1 TL 2577# Reaction 2 TL 2577#
Bm Wt Included 154# Maximum V 2577#
Max Moment 6442'# Max V(Reduced) 2083#
TL Max Defl L 1 240 TL Actual Defl L 1857
LL Max Defl L/360 LL Actual Defl L/>1000
Attribute butes Section in' Shear in TL Defl(in) LL Defl
Actual 121.23 63.25 0.14 0.10
Critical 88.35 18.38 0.50 0.33
Status OK OK OK OK
Ratio 73% 29% 28% 31%
Fb(psi) Fv(psi) E(psi x mil Fc (psi)
Values Reference Values 875 170 1.3 625
Adjusted Values 875 170 1.3 625
Adlustments 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:417 Uniform TL: 500 =A
Uniform Load A
0
R1 =2577 R2=2577
SPAN=10.0 FT
Uniform and partial uniform loads are lbs per lineal ft.