REVIEWED BLD2024-1362+Structural_Analysis_or_Calculations+10.15.2024_7.44.15_AM+4559536BeamChek v2022 licensed to: Mitchell Design Reg # 2001-2408
BLD2024-1362
RECEIVED
Oct 17 2024
MITCHELL EDMONDS KITCHEN CLG JST
Date: 10/03/24
Selection 12x4 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 0.3 in2 R2= 0.3 in (1.5) DL Defl= 0.13 in
Data
Attributes
Actual
Critical
Status
Ratio
Beam Span
7.0 ft
Reaction 1 LL
70 # Reaction 2 LL 70 #
Beam Wt per ft
1.28 #
Reaction 1 TL
109 # Reaction 2 TL 109 #
Bm Wt Included
9 #
Maximum V
109 #
Max Moment
192 '#
Max V (Reduced)
100 #
TL Max Defl
L / 240
TL Actual Defl
L / 294
LL Max Defl
L / 360
LL Actual Defl
L / 543
Section (in3)
Shear (in2)
TL Defl (in)
LL Defl
3.06
5.25
0.29
0.15
1.80
1.00
0.35
0,23
OK
OK
OK
OK
59%
19%
82%
66%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc I
Values
Reference Values
850
150
1.3
405
Adjusted Values
1275
150
1.3
405
Adiustments
CF Size Factor
Cd Duration
1.500
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: 20
Uniform TL: 30 = A
REVIEWED
BY
CITY OF EDMONDS
Uniform Load A
0
R1 = 109 R2 = 109
SPAN = 7 FT
Uniform and partial uniform loads are Ibs per lineal ft.
Tom Mitchell
6714 38th Ave SV
Seattle, WA. 9812&- 03
BeamChek v2022licensed to: Mitchell Design Reg # 2001-2408
MITCHELL EDMONDS KITCHEN HOOD HEADER
Date: 10/03/24
Selection 12x6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 0.5 in2 R2= 0.5 in' (1.5) DL Defl= 0.10 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
8.0 ft
Reaction 1 LL
140 # Reaction 2 LL 140 #
Beam Wt per ft
2.0 #
Reaction 1 TL
220 # Reaction 2 TL 220 #
Bm Wt Included
16 #
Maximum V
220 #
Max Moment
440 W
Max V (Reduced)
195 #
TL Max Defl
L / 240
TL Actual Defl
L / 434
LL Max Defl
L / 360
LL Actual Defl
L / 806
Section (W)
Shear (in2)
TL Defl (in)
LL Defl
7.56
8.25
0.22
0.12
4.78
1.95
0.40
0.27
OK
OK
OK
OK
63%
24%
55%
45%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc! (psi)
Reference Values
850
150
1.3
405
Adjusted Values
1105
150
1.3
405
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
Uniform LL: 35 Uniform TL: 53 = A
Uniform Load A
R1 = 220 R2 = 220
SPAN = 8 FT
Uniform and partial uniform loads are Ibs per lineal ft.
Toni M9t&O
6714 38th ,,Vve SW
Seat9e, WA. J3125 -3032
BeamChek v2022 licensed to: Mitchell Design Reg # 2001-2408
MITCHELL EDMONDS KITCHEN HOOD HEADER SUPPORT
Date: 10/03/24
Selection 2x 6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 0.4 in' R2= 0.2 in (1.5) DL Defl= 0.14 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
10.0 ft
Reaction 1 LL
105 # Reaction 2 LL 35 #
Beam Wt per ft
2.0 #
Reaction 1 TL
175 # Reaction 2 TL 65 #
Bm Wt Included
20 #
Maximum V
175 #
Max Moment
438 W
Max V (Reduced)
174 #
TL Max Defl
L / 240
TL Actual Defl
L / 425
LL Max Defl
L / 360
LL Actual Defl
L / 866
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
7.56
8.25
0.28
0.14
4.75
1.74
0.50
0.33
OK
OK
OK
OK
63%
21%
56%
42%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc L (psi)
Reference Values
850
150
1.3
405
Adjusted Values
1105
150
1.3
405
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
Point LL Point TL Distance
140 B = 220 2.5
Pt loads:
R1 = 175 R2 = 65
SPAN = 10 FT
Uniform and partial uniform loads are Ibs per lineal ft.
T Mitchell
6714 3,3h A Ave, S
�+ '1
`F
SeamChek v2022 licensed to: Mitchell Design Reg # 2001-2408
MITCHELL EDMONDS
KITCHEN BEAM
Date: 10/03/24
Selection 4x 6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 1.1 in' R2= 0.4 in (1.5) DL Defl= 0.33 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
13.0 ft
Reaction 1 LL
267 # Reaction 2 LL 88 #
Beam Wt per ft
4.68 #
Reaction 1 TL
441 # Reaction 2 TL 170 #
Bm Wt Included
61 #
Maximum V
441 #
Max Moment
1214 W
Max V (Reduced)
404 #
TL Max Defl
L / 240
TL Actual Defl
L / 249
LL Max Defl
L / 480
LL Actual Defl
L / 521
Section (W)
Shear (in2)
TL Defl (in)
LL Defl
17.65
19.25
0.63
0.30
13.18
4.04
0.65
0.33
OK
OK
OK
OK
75%
21%
96%
92%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc L (psi)
Reference Values
850
150
1.3
405
Adjusted Values
1105
150
1.3
405
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
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
105 B = 175 5.0 50 H = 75 0 5.0
H I
Pt loads:
0
R1 = 441 R2 = 170
SPAN =13FT
Uniform and partial uniform loads are Ibs per lineal ft.
Tom Ntchell
8 ;, ' viLj
�,