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NOV 1 9 2015
BeamChek v2009 licensed to:Dennis TroxeUTroxel's Home Design Reg#8101-1403
#1228(GOFFMOORE) KIT
BEAM#1 Date: 3/22/12BURDn` G DWIISION
Selection (2)2x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=1.5 in2 R2=1.5 in2 (1.5)DL Defl= <0.01 in.
Data Beam Span 3.83 ft Reaction 1 LL 747# Reaction 2 LL 747#
Beam Wt per ft 8.2# Reaction 1 TL 949# Reaction 2 TL 949#
Bm Wt Included 31 # Maximum V 949#
Max Moment 909'# Max V(Reduced) 485#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(ins) TL Defl(in) LL Defl
Actual 63.28 33.75 0.00 <0.01
Critical 12.12 4.04 0.19 0.13
Status OK OK OK OK
Ratio 19% 12% 2% 3%
Fb(psi) Fv(psi) E(psi x mil) Fci.(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
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:390 Uniform TL: 488 =A
Uniform Load A
R1 =949 R2=949
SPAN=3.83 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403
#1228(GOFFMOORE) GREAT RM
BEAM#2 Date:3/22/12
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=9.3 in2 R2=9.3 in2 (1.5)DL Defl= 0.22 in Recom Camber=0.33 in
Data Beam Span 13.0 ft Reaction 1 LL 4072# Reaction 2 LL 4072#
Beam Wt per ft 14.94# Reaction 1 TL 6032# Reaction 2 TL 6032#
Bm Wt Included 194# Maximum V 6032#
Max Moment 19603'# Max V(Reduced) 5104#
TL Max Defl L/240 TL Actual Defl L/299
LL Max Defl L/360 LL Actual Defl L/516
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 123.00 61.50 0.52 0.30
Critical 98.01 31.90 0.65 0.43
Status OK OK OK OK
Ratio 80% 52% 80% 70%
Fb(psi) Fv(psi) E(psi x mil) Fc.J..(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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:626 Uniform TL: 913 =A
Uniform Load A
R1 =6032
R2=6032
SPAN=13 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
•
BeamChek v2009 licensed to:Dennis TroxeUTroxers Home Design Reg#8101-1403
#1228(GOFFMOORE) DINE RM
BEAM#3 Date: 3/22/12
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=5.4 in= R2=5.4 in2 (1.5)DL Defl= 0.30 in Recom Camber-,0.45 in
Data Beam Span 16.0 ft Reaction 1 LL 2071 # Reaction 2 LL 2071 #
Beam Wt per ft 14.94# Reaction 1 TL 3504# Reaction 2 TL 3504#
Bm Wt Included 239# Maximum V 3504#
Max Moment 14014'# Max V(Reduced) 3066#
TL Max Defl L/240 TL Actual Defl L/328
LL Max Defl L/360 LL Actual Defl L/669
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 123.00 61.50 0.58 0.29
Critical 70.07 19,16 0.80 0.53
Status OK OK OK OK
Ratio 57% 31% 73% 54%
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:259 Uniform TL: 423 =A
Uniform Load A
R1 =3504
ft2 3504
SPAN=16 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2009 licensed to:Dennis Troxe/Troxel's Home Design Reg#8101-1403
#1228(GOFFMOORE) DINE RM
BEAM#4 Date: 3/22/12
Selection (2)2x 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= 0.02 in
Data Beam Span 6.0 ft Reaction 1 LL 1294# Reaction 2 LL 1294#
Beam Wt per ft 8.2# Reaction 1 TL 1984# Reaction 2 TL 1984#
Bm Wt Included 49# Maximum V 1984#
Max Moment 2975'# Max V(Reduced) 1364#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Dell L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 63.28 33.75 0.04 0.02
Critical 39.67 11.36 0.30 0.20
Status OK OK OK OK
Ratio 63% 34% 13% 11%
Fb(psi) Fv(psi) E(psi x mil) Fc.1(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 900 180 1.6 625
,ldlustments 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:431 Uniform TL: 653 =A
Uniform Load A
R984 RZ 984
SPAN=6 FT
•
•
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403
#1228(GOFFMOORE) FOYER
BEAM#5 Date: 3/22/12
Selection 6x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=5.1 in2 R2=5.1 in2 (1.5) DL Defl= 0.09 in
Data Beam Span 10.0 ft Reaction 1 LL 2025# Reaction 2 LL 2025#
Beam Wt per ft 15.37# Reaction 1 TL 3177# Reaction 2 TL 3177#
Bm Wt Included 154# Maximum V 3177#
Max Moment 7942'# Max V(Reduced) 2568#
TL Max Defl L/240 TL Actual Defl L/645
LL Max Dell L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(In') TL Deft(in) LL Deft
Actual 121.23 63.25 0.19 0.10
Critical 108.92 22.66 0.50 0.33
Status OK OK OK OK
Ratio 90% 36% 37% 30%
Fb(psi) Fv(psi) E(psi x mli) Fol.(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 Uniform LL:405 Uniform TL: 620 =A
•
Uniform Load A
/\
R1 =3177 R2=3177
SPAN=10 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403
• #1228(GOFFMOORE) GARAGE
BEAM#6 Date:3/22/12
Selection 6x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.1 in2 R2=4.1 in2 (1.5) DL Defl= 0.04 in
Data Beam Span 10.0 ft Reaction 1 LL 2000# Reaction 2 LL 2000#
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/240 TL Actual Defl L/845
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 0.14 0.10
Critical 88.35 18.38 0.50 0.33
• Status OK OK OK OK
Ratio 73% 29% 28% 30%
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
Adiustments 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:400 Uniform TL: 500 =A
Uniform Load A
R1 =2577 R2=2577
SPAN= 10 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2009 licensed to:Dennis Troxellrroxel's Home Design Reg#8101-1403
#1228B(GOFFMOORE) GARAGE
BEAM#7 Date:7/20/12
Selection 5-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=9.5 in2 R2=8.4 in2 (1.5)DL Defl= 0.22 in Recom Camber=0.33 in
Data Beam Span 19.5 ft Reaction 1 LL 4435# Reaction 2 LL 4123#
Beam Wt per ft 20.55# Reaction 1 TL 6200# Reaction 2 TL 5439#
Bm Wt Included 401 # Maximum V 6200#
Max Moment 27754'# Max V(Reduced) 5264#
IL Max Defl L/240 TL Actual Defl L/355
LL Max Defl L/360 LL Actual Defl L/536
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 232.55 84.56 0.66 0.44
Critical 142.20 32.90 0.98 0.65
Status OK OK OK OK
Ratio 61% 39% 68% 67%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2342 240 1.8 650
Adiustments Cv Volume 0.976
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 LL Point TL Distance Par Unif LL Par Unif TL Start End
290 B=397 5.75 458 H=660 0 5.75
410 I=513 5.75 19.5
H
Pt loads: B
R1 =6200 R2=5439
SPAN= 19.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
.
BeamChek v2009 licensed to:Dennis TroxeUTroxel's Home Design Reg#8101-1403
#1228B(GOFFMOORE) GARAGE DR
BEAM#8 Date: 7/20/12
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.1 in= R2=4.1 in2 (1.5)DL Defl= 0.31 in Recom Camber=0.47 in
Data Beam Span 16.5 ft Reaction 1 LL 1507# Reaction 2 LL 1450#
Beam Wt per ft 14.94# Reaction 1 TL 2636# Reaction 2 TL 2678#
Bm Wt Included 247# Maximum V 2678#
Max Moment 12159'# Max V(Reduced) 2541 # •
TL Max Deft L/240 TL Actual Defl L/344
LL Max Defl L/360 LL Actual Defl L 1757
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 123.00 61.50 0.57 0.26
Critical 60.79 15.88 0.83 0.55
Status OK OK OK OK
Ratio 49% 26% 70% 48%
Fb(psi) Fv(psi) E(psi x mil) Fc...1_(psi)
Va es 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 LL Point TL Distance Par Unif LL Par Unif TL Start End
791 B= 1297 4.5 60 H=80 0 4.25
156 I =280 4.25 16.5
H
Pt loads: EI
R1 =2636 R2=2678
SPAN=16.5 FT
Uniform and partial uniform loads aie lbs per lineal ft.
BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403
#12288(GOFFMOORE) PATIO
BEAM#11 Date:7/20/12
Selection 6x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1= 1.8 in' R2=1.8 in' (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(in') TL Defl(in) LL Deft
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 1.3 625
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
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=10FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXELlTROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1228 B GOFFMOORE DECK SUPPORT
BEAM#12 Prepared by:D.T. Date:3/07/14
Selection 4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=5.3 in' R2=5.3 int (2.0)DL Defl= 0.09 in
Data Beam Span 10.5 ft Reaction 1 LL 1748# Reaction 2 LL 1748#
Beam Wt per ft 9.57# Reaction 1 TL 2239# Reaction 2 TL 2239#
Bm Wt Included 100# Maximum V 2239#
Max Moment 5879'# Max V(Reduced) 1840#
TL Max Defl L/240 TL Actual Defl L/531
LL Max Defl L/360 LL Actual Defl L/829
Attributes Section(in3) Shear(in') TL Defl(in) LL Defl
Actual 73.83 39.38 0.24 0.15
Critical 71.26 15.80 0.53 0.35
Status OK OK OK OK
Ratio 97% 40% 45% 43%
Fb(psi) Fv(psi) E(psi x mil) Fol.(psi)
atues Reference Values 900 180 1,6 625
Adjusted Values 990 175 1.4 419
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 0.97 0.90 0.67
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:333 Uniform IL: 417 =A
Uniform Load A
R1 =2239 R2=2239
SPAN=10.5 FT
Uniform and partial uniform loads are lbs per lineal ft.