Report (34) ,QST),or? - 00007
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BeamChek v2012 licensed to:Nys Associates Reg#2308-64023
Shawn Baker Residence Main Beam Living Room RB-1
Date: 1/30/17
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 15.5 Ft
Conditions NDS 2005
Min Bearing Area R1=6.8 in2 R2=6.8 in2 (1.5) DL Defl= 0.58 in Recom Camber=0.87 in
Data Beam Span 15.5 ft
Beam Wt per ft 16.81 # Reaction 1 TL 4393# Reaction 2 TL 4393#
Bm Wt Included 261 # Maximum V 4393#
Max Moment 17022'# Max V(Reduced) 3755#
TL Max Defl L/240 TL Actual Defl L/319
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 155.67 69.19 0.58
Critical 87.52 23.47 0.78
Status OK OK OK
Ratio 56% 34% 75%
Fb(psi) Fv(psi) E (psi x mil) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2334 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 0.9725 Rb= 13.29 Le=28.64 Ft
Loads Uniform TL: 550 =A
Uniform Load A
R1 =4393 R2=4393
SPAN = 15.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2012 licensed to:Nys Associates Reg#2308-64023
Shawn Baker Residence Master Bedroom Beam RB-2
Date: 1/24/17
Selection 15-1/8x 9 GLB 24F-V4 DF/DF
Lu= 11.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.7 in2 R2=4.7 in2 (1.5) DL Defl= 0.49 in Recom Camber=0.74 in
Data Beam Span 11.0 ft
Beam Wt per ft 11.21 # Reaction 1 TL 3087# Reaction 2 TL 3087#
Bm Wt Included 123# Maximum V 3087#
Max Moment 8488'# Max V(Reduced) 2666#
TL Max Defl L/240 TL Actual Defl L/267
Attributes Section (in3) Shear(in2) TL Defl(in)
Actual 69.19 46.13 0.49
Critical 42.88 16.66 0.55
Status OK OK OK
Ratio
62% 36% 90%
Fb(psi) Fv(psi) E (psi x mil) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2375 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 0.9897 Rb=9.11 Le=20.18 Ft
Loads Uniform TL: 550 =A
Uniform Load A 1
0R2 3087
R1 =3087
SPAN = 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2012 licensed to:Nys Associates Reg#2308-64023
Shawn Baker Residence Door/Window Header HD-2
Date: 1/24/17
Selection 4x 6 DF-L#2 Lu =3.0 Ft
Conditions NDS 2005
Min Bearing Area R1= 1.3 in2 R2= 1.3 in2 (1.5) DL Defl= 0.02 in
Data Beam Span 3.0 ft
Beam Wt per ft 4.68# Reaction 1 TL 832# Reaction 2 TL 832#
Bm Wt Included 14# Maximum V 832#
Max Moment 624'# Max V(Reduced) 578#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 17.65 19.25 0.02
Critical 6.42 4.81 0.15
Status OK OK OK
Ratio 36% 25% 13%
Fb(psi) Fv(psi) E(psi x mil) Fc I(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1167 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 0.9971 Rb=5.77 Le=6.18 Ft
Loads Uniform TL: 550 =A
Uniform Load A
0 0
R1 =832 R2=832
SPAN =3 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2012 licensed to:Nys Associates Reg#2308-64023
Shawn Baker Residence Replace window Beam HD-3
Date: 1/24/17
Selection 4x 8 DF-L#2 Lu=9.0 Ft
Conditions NDS 2005
Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.13 in
Data Beam Span 9.0 ft
Beam Wt per ft 6.17# Reaction 1 TL 478# Reaction 2 TL 478#
Bm Wt Included 55# Maximum V 478#
Max Moment 1075'# Max V(Reduced) 414#
TL Max Defl L/240 TL Actual Defl L/818
Attributes Section (in3) Shear(in2) TL Defl(in)
Actual 30.66 25.38 0.13
Critical 11.16 3.45 0.45
Status OK OK OK
Ratio 36% 14% 29%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1156 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 0.9882 Rb= 10.82 Le= 16.48 Ft
Loads Uniform TL: 100 =A
Uniform Load A
R1 =478
R2=478
SPAN=9 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2012 licensed to:Nys Associates Reg#2308-64023
Shawn Baker Residence Patio Door Header HD-4
Date: 1/24/17
Selection 4x 8 DF-L#2 Lu=6.0 Ft
Conditions NDS 2005
Min Bearing Area R1=2.7 in2 R2=2.7 in2 (1.5) DL Defl= 0.14 in
Data Beam Span 6.0 ft
Beam Wt per ft 6.17# Reaction 1 TL 1668# Reaction 2 TL 1668#
Bm Wt Included 37# Maximum V 1668#
Max Moment 2503'# Max V(Reduced) 1332#
TL Max Defl L/240 TL Actual Defl L/527
Attributes Section(in3) Shear(in2) TL Defl (in)
Actual 30.66 25.38 0.14
Critical 25.87 11.10 0.30
Status OK OK OK
Ratio 84% 44% 46%
Fb(psi) Fv(psi) E(psi x mil) Fci.(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1161 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 0.9922 Rb=9.07 Le= 11.59 Ft
Loads Uniform TL: 550 =A
Uniform Load A
ZR 68
R 1 = 1668
SPAN=6 FT
Uniform and partial uniform loads are lbs per lineal ft.