Report (2) TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TROXEL/TROXEL'S HOME DESIGN Reg#81014403
PLAN#1337 STANSFIELD BEDRM.#2 DR. HDR.
BEAM#2 Prepared by: D.T. Date:5/02/13
Selection 4x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5) DL Defl= <0.01 in.
Data Beam Span 3.67 ft Reaction 1 LL 868# Reaction 2 LL 868#
Beam Wt per ft 6.17# Reaction 1 TL 1098# Reaction 2 TL 1098#
Bm Wt Included 23# Maximum V 1098#
Max Moment 1007'# Max V(Reduced) 736#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in') Shear(in') TL Defl(in) LL Defl
Actual 30.66 25.38 0.02 0.01
Critical 10.33 6.14 0.18 0.12
Status OK OK OK OK
Ratio 34% 24% 8% 9%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted 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
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:473 Uniform TL: 592 =A
Uniform Load A
Z
R1 = 1098 R2= 1098
SPAN =3.67 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#1337 STANSFIELD CRAWL SPACE
BEAM#3 Prepared by: D.T. Date: 5/02/13
Selection 6x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.0 in2 R2=4.0 in2 (1.5) DL Defl= 0.02 in
Data Beam Span 7.0 ft Reaction 1 LL 1985# Reaction 2 LL 1985#
Beam Wt per ft 12.7# Reaction 1 TL 2526# Reaction 2 TL 2526#
Bm Wt Included 89# Maximum V 2526#
Max Moment 4420'# Max V(Reduced) 1955#
TL Max Defl L/240 TL Actual Defl L/996
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl
Actual 82.73 52.25 0.08 0.06
Critical 60.62 17.25 0.35 0.23
Status OK OK OK OK
Ratio 73% 33% 24% 26%
Fb(psi) Fv(psi) E(psi x mil) Fc L (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: 567 Uniform TL: 709 =A
L Uniform Load A
R1 =2526 R2=2526
SPAN=7.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamChek v2009 licensed to:DENNIS TR OXELJTROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1337 STANSFIELD DECK SUPPORT
BEAM#4 Prepared by: D.T. Date: 5/02/13
Selection 6x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=6.0 in2 R2=6.0 in2 (2.0) DL Defl= 0.10 in
Data Beam Span 12.0 ft Reaction 1 LL 1926# Reaction 2 LL 1926#
Beam Wt per ft 15.37# Reaction 1 TL 2492# Reaction 2 TL 2492#
Bm Wt Included 184# Maximum V 2492#
Max Moment 7477'# Max V(Reduced) 2094#
TL Max Defl L/240 TL Actual Defl L/550
LL Max Defl L/360 LL Actual Defl L/873
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 121.23 63.25 0.26 0.17
Critical 102.54 18.48 0.60 0.40
Status OK OK OK OK
Ratio 85% 29% 44% 41%
Fb(psi) Fv(psi) E(psi x mil) Fc I (psi)
- Values Reference Values 875 170 1.3 625
Adjusted Values 875 170 1.3 419
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 0.67
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 321 Uniform TL: 400 =A
Uniform Load A
0
R1 =2492 R2=2492
SPAN= 12.0 FT
Uniform and partial uniform loads are lbs per lineal ft.
TROXEL'S HOME DESIGN
BeamCh_ek v2009 licensed to:DENNIS TROXELfTROXEL'S HOME DESIGN Reg#8101-1403
PLAN#1337 STANSFIELD DECK SUPPORT
BEAM#5 Prepared by: D.T. Date: 5/02/13
Selection 6x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=3.7 in2 R2=3.7 in2 (2.0) DL Defl= 0.09 in
Data Beam Span 13.0 ft Reaction 1 LL 1170# Reaction 2 LL 1170#
Beam Wt per ft 15.37# Reaction 1 TL 1562# Reaction 2 TL 1562#
Bm Wt Included 200# Maximum V 1562#
Max Moment 5078'# Max V(Reduced) 1332#
TL Max Defl L/240 TL Actual Defl L/733
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl
Actual 121.23 63.25 0.21 0.13
Critical 69.64 11.75 0.65 0.43
Status OK OK OK OK
Ratio 57% 19% 33% 29%
Fb(psi) Fv(psi) E (psi x mil) Fc (psi)
Values Reference Values 875 170 1.3 625
Adjusted Values 875 170 1.3 419
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 0.67
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 180 Uniform TL: 225 =A
Uniform Load A
Z .
R1 = 1562 R2= 1562
SPAN = 13.0 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#1337 STANSFIELD DECK SUPPORT
BEAM#6 Prepared by: D.T. Date: 5/02/13
Selection 6x 12 DFL#2 Lu =0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (2.0)DL Defl= <0.01 in.
Data Beam Span 4.0 ft Reaction 1 LL 360# Reaction 2 LL 360#
Beam Wt per ft 15.37# Reaction 1 TL 481 # Reaction 2 TL 481 #
Bm Wt Included 61 # Maximum V 481 #
Max Moment 481 '# Max V(Reduced) 250#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl
Actual 121.23 63.25 0.00 <0.01
Critical 6.59 2.21 0.20 0.13
Status OK OK OK OK
Ratio 5% 3% 1% 1%
Fb(psi) Fv(psi) E (psi x mil) Fc..1.(psi)
Values Reference Values 875 170 1.3 625
Adjusted Values 875 170 1.3 419
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 0.67
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 180 Uniform TL: 225 =A
Uniform Load A
R1 =481 R2=481
SPAN =4.0 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#1337 STANSFIELD DECK SUPPORT
BEAM#7 Prepared by: D.T. Date: 5/02/13
Selection 6x 12 DF-L#2 Lu =0.0 Ft
Conditions NDS 2005,Wet Use
Min Bearing Area R1=3.4 in2 R2=3.4 in2 (2.0) DL Defl= 0.06 in
Data Beam Span 12.0 ft Reaction 1 LL 1080# Reaction 2 LL 1080#
Beam Wt per ft 15.37# Reaction 1 TL 1442# Reaction 2 TL 1442#
Bm Wt Included 184# Maximum V 1442#
Max Moment 4327'# Max V(Reduced) 1212#
TL Max Defl L/240 TL Actual Defl L/931
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl
Actual 121.23 63.25 0.15 0.09
Critical 59.34 10.69 0.60 0.40
Status OK OK OK OK
Ratio 49% 17% 26% 23%
Fb(psi) Fv(psis E(psi x mil) Fci.(psi)
. Values Reference Values 875 170 1.3 625
Adjusted Values 875 170 1.3 419
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 0.67
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 180 Uniform TL: 225 =A
Uniform Load A
Z Q
R1 = 1442 R2= 1442
SPAN = 12.0 FT
Uniform and partial uniform loads are lbs per lineal ft.