REVIEWED BLD-BLD2021-1060+Structural_Analysis_or_Calculations+7.29.2021_2.23.35_PM+2329199..,.,.,.,.,.,...............................
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
O
21-42 beam layout
n.t.s.
RECEIVED
Aug 03 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
21-42
BeamChek v2019 licensed to: Krueger Krafting Reg # 2999-68468
RF BM #1
Date: 7/25/21
Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 8.5 in2 R2= 8.5 in2 (1.5) DL Defl= 0.37 in Recom Camber= 0.56 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
22.33 ft
Reaction 1 LL
3280 # Reaction 2 LL 3280 #
Beam Wt per ft
22.42 #
Reaction 1 TL
5498 # Reaction 2 TL 5498 #
Bm Wt Included
501 #
Maximum V
5498 #
Max Moment
30692'#
Max V (Reduced)
4759 #
TL Max DO
L / 240
TL Actual Defl
L / 363
LL Max Defl
L / 360
LL Actual Defl
L / 732
Section (in')
Shear (in2)
TL DO (in)
LL Defl
276.75
92.25
0.74
0.37
160.79
29.75
1.12
0.74
OK
OK
OK
OK
58%
32%
66%
49%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc i
Reference Values
2400
240
1.8
650
Adjusted Values
2291
240
1.8
650
Cv Volume
0.954
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
Uniform LL: 294 Uniform TL: 470 = A
Uniform Load A
R1 = 5498 R2 = 5498
SPAN = 22.33 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2019 licensed to: Krueger Krafting Reg # 2999-68468
21-42 RF BM #2
Date: 7/25/21
Selection 4x 6 DF-L #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 0.5 in R2= 0.5 in (1.5) DL Defl= <0.01 in.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
2.0 ft
Reaction 1 LL
183 # Reaction 2 ILL 183 #
Beam Wt per ft
4.68 #
Reaction 1 TL
298 # Reaction 2 TL 298 #
Bm Wt Included
9 #
Maximum V
298 #
Max Moment
149'#
Max V (Reduced)
161 #
TL Max Defl
L / 240
TL Actual Defl
L / >1000
ILL Max Defl
L / 360
ILL Actual Defl
L / >1000
Section (in')
Shear (inz)
TL Defl (in)
ILL Defl
17.65
19.25
0.00
<0.01
1.53
1.34
0.10
0.07
OK
OK
OK
OK
9%
7%
2%
1 %
Fb (psi)
Fv (psi)
E (psi x mil)
Fc i
Reference Values
900
180
1.6
625
Adjusted Values
1170
180
1.6
625
CIF 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
Uniform ILL 183 Uniform TL: 293 = A
Uniform Load A
R1 = 298 R2 = 298
SPAN = 2 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2019 licensed to: Krueger Krafting Reg # 2999-68468
21-42 RF BM #3
Date: 7/25/21
Selection 4x 8 DF-L #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 1.7 in R2= 1.7 in (1.5) DL Defl= 0.05 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
7.0 ft
Reaction 1 LL
641 # Reaction 2 LL 641 #
Beam Wt per ft
6.17 #
Reaction 1 TL
1048 # Reaction 2 TL 1048 #
Bm Wt Included
43 #
Maximum V
1048 #
Max Moment
1834'#
Max V (Reduced)
867 #
TL Max Defl
L / 240
TL Actual Defl
L / 775
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
30.66
25.38
0.11
0.06
18.81
7.22
0.35
0.23
OK
OK
OK
OK
61%
28%
31%
24%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc i
Reference Values
900
180
1.6
625
Adjusted Values
1170
180
1.6
625
CIF 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
Uniform LL: 183 Uniform TL: 293 = A
Uniform Load A
R1 = 1048 R2 = 1048
SPAN =7FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2019 licensed to: Krueger Krafting Reg # 2999-68468
21-42 RF BM #4
Date: 7/25/21
Selection 4x 6 DF-L #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 1.0 in' R2= 1.0 in (1.5) DL Defl= 0.01 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
4.0 ft
Reaction 1 LL
367 # Reaction 2 LL 367 #
Beam Wt per ft
4.68 #
Reaction 1 TL
596 # Reaction 2 TL 596 #
Bm Wt Included
19 #
Maximum V
596 #
Max Moment
596'#
Max V (Reduced)
459 #
TL Max DO
L / 240
TL Actual Defl
L / >1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in')
Shear (inz)
TL Defl (in)
LL Defl
17.65
19.25
0.03
0.01
6.11
3.83
0.20
0.13
OK
OK
OK
OK
35%
20%
13%
10%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc i
Reference Values
900
180
1.6
625
Adjusted Values
1170
180
1.6
625
CIF 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
Uniform LL: 183 Uniform TL: 293 = A
Uniform Load A
R1 = 596 R2 = 596
SPAN = 4 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2019 licensed to: Krueger Krafting Reg # 2999-68468
21-42 RF BM #5
Date: 7/25/21
Selection 4x 6 DF-L #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 0.3 inz R2= 0.3 inz (1.5) DL Defl= <0.01 in.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
5.0 ft
Reaction 1 LL
125 # Reaction 2 LL 125 #
Beam Wt per ft
4.68 #
Reaction 1 TL
212 # Reaction 2 TL 212 #
Bm Wt Included
23 #
Maximum V
212 #
Max Moment
265'#
Max V (Reduced)
173 #
TL Max DO
L / 240
TL Actual Defl
L / >1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in')
Shear (inz)
TL Defl (in)
LL Defl
17.65
19.25
0.02
<0.01
2.71
1.44
0.25
0.17
OK
OK
OK
OK
15%
7%
7%
5%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc i
Reference Values
900
180
1.6
625
Adjusted Values
1170
180
1.6
625
CIF 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
Uniform LL: 50 Uniform TL: 80 = A
Uniform Load A
R1 =212 R2=212
SPAN =5FT
Uniform and partial uniform loads are Ibs per lineal ft.