RVWD BLD BLD2024-0940+GRAVITY CALCS+7.18.2024_12.10.10_AM+4385519CPUATIVE L.Oti9fORT
Precision & Grace
Gravity Calculation Report
Mr. & Mrs. Hoff
19922 81st Place West
Edmonds, Washington 98026
1611 116th Avenue Northeast, Suite 224, Bellevue, WA 98004
206.619.3995
creativecomfort7@ gmail.com
Design Criteria
I.R.C. 2003
Chapter 3
Section 301 Design Criteria
301.3 Story height.
Buildings constructed in accordance with these provisions shall be limited to story heights
of not more than the following:
1. For wood wall framing, the laterally unsupported bearing wall stud height permitted by
Table R602.3 (5) plus a height of floor framing not to exceed sixteen inches.
Exception: For wood framed wall buildings with bracing in accordance with Table
R602.10.1, the wall stud clear height used to determine the maximum permitted story
height may be increased to 12 feet without requiring an engineered design for the building
wind and seismic force resisting systems provided that the length of bracing required by
Table R602.10.1 is increased by multiplying by a factor of 1.20. Wall studs are still subject to
the requirements of this section.
2. For steel wall framing, a stud height of 10 feet, plus a height of floor framing not to exceed
16 inches.
3. For masonry walls, a maximum bearing wall clear height of 12 feet plus a height of floor
framing not to exceed 16 inches.
Exception: An additional 8 feet is permitted for gable end walls.
4. For insulating concrete form walls, the maximum bearing wall height per story as
permitted by Section 611 tables plus a height of floor framing not to exceed 16 inches.
Individual walls or walls studs shall be permitted to exceed these limits as permitted by
Chapter 6 provisions, provided story heights are not exceeded. An engineered design shall
be provided for the wall or wall framing members when they exceed the limits of Chapter 6.
Where the story height limits are exceeded, an engineered design shall be provided in
accordance with the International Building Code the overall wind and seismic force
resisting systems.
301.4 Dead load.
The actual weights of materials and construction shall be used for determining dead load
with consideration for the dead load of fixed service equipment.
301.5 Live load.
The minimum uniformly distributed live load shall be as provided in Table R301.5.
TABLE R301.5
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
USE
LIVE LOAD
Attic with Storage, b
20
Attic without Storage, b
10
Decks, c
40
Exterior Balconies
60
Fire Escapes
40
Guardrails and Handrails, d
200
Guardrail in -fill components, f
200
Passage Vehicles, a
50,a
Rooms other than Sleeping Rooms
40
Sleeping Room
30
Stairs
40, c
For SI: 1 pound per square foot = 0.0479 kN/m2, 1 square inch = 654mm2, 1 pound =
4.45 N.
a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a
20-square-inch area.
b. No storage with roof slope not over 3 units in 12 units.
c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-
pound concentrated load acting over an area of 4 square inches, whichever produces the
greater stresses.
d. A single concentrated load applied in any direction at any point along the top.
e. See Section R502.2.1 for decks attached to exterior walls.
f. Guard infill components (all those except the handrail), balusters and panel fillers shall be
designed to withstand a horizontally applied normal load of 50poundsonan area equal
tolsquare foot. This load need not be assumed to act concurrently with any other live load
requirement.
2
301.6 Roof load.
Roof shall be designed for the live load indicated in Table R301.6 or the snow load indicated
in Table R301.2(1), whichever is greater.
TABLE R301.6
MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE
TRIBUTARY LOADED AREA IN
SQUARE FEET FOR ANY
STRUCTURAL MEMBER
ROOF SLOPE
0 to 200
201 to
Over
600
600
Flat or rise less than 4 inches
20
16
12
per foot 1:3
Rise 4 inches per foot (1:3) to
16
14
12
less than 12 inches per foot
(1: 1)
Rise 12 inches per foot (1:1)
12
12
12
and greater
For SI: 1 square foot = 0.0929 m2, 1 pound per square foot = 0.0479 kN/m 2,1 inch per foot
= 0.0833 mm/m.
301.7 Deflection.
The allowable deflection of any structural member under the live load listed in Sections
R301.5 and R301.6 shall not exceed the values in Table R301.7.
TABLE R301.7
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a, b, c
STRUCTURAL MEMBER
ALLOWABLE
DEFLECTION
Rafter having slope greater than 3/12 with no finished
ceiling attached to rafters
L/180
Interior walls and partitions
H 180
Floors and plastered ceiling
L 360
All other structural members
L 240
Exterior walls with plaster or stucco finish
H/360
Exterior walls —wind loads, (a) with brittle finishes
L/240
Exterior walls —wind loads, (b) with flexible finishes
L/120
Note: L = span length, H = span height.
Footnotes to Table R301.7
a. The wind load shall be permitted to be taken as 0.7 times the Component and Cladding
loads for the purpose of the determining deflection limits herein.
b. For cantilever members, L shall be taken as twice the length of the cantilever.
c. For aluminum structural members or panels used in roofs or walls of sunroom additions
or patio covers, not supporting edge of glass or sandwich panels, the total load deflection
shall not exceed L /60. For sandwich panels used in roofs or walls of sunroom additions or
patio covers, the total load deflection shall not exceed L/120.
301.8 Nominal sizes.
For the purposes of this code, where dimensions of lumber are specified, they shall be
deemed to be nominal dimensions unless specifically designated as actual dimensions.
El
Design Criteria
Creative Comfort Standards
MINIMUM UNIFORMLY DISTRIBUTED
LIVE LOADS, DEAD LOADS, TOTAL LOADS
USE
LIVE LOAD
DEAD
LOAD
TOTAL
LOAD
Attic with Storage
20
15
40
Attic without Storage
10
15
25
Roof Trusses
30
15
45
Decks
40
12
52
Exterior Balconies
60
12
72
Fire Escapes
40
12
52
Guardrails and Handrails
200
20
220
Guardrail in -fill components
200
20
220
Passage Vehicles
50
25
75
Rooms other than Sleeping
Rooms
40
12
52
Sleeping Room
30
12
42
Stairs
40
12
52
Defection Criteria
STRUCTURAL MEMEBER
LIVE LOAD
MAXIUM
DESIGN
DEFLECTION
Beams
L 360
3 4"
Headers
L 360
3 4"
Deck Joist
L 480
3 8"
Floor Joist
L 480
3 8"
Balcony Joist
L 480
3 8"
F
O
U
N
D
A
T
I
O
N
P
L
A
N
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION CRAWLSPACE: EXPOSED BEAM
FDN BM-01 Prepared by: VED Jr Date: 5/10/24
Selection PT 4x 10 HIP #2 Lu = 0.0 Ft
Conditions NDS 2018, Incised
Min Bearing Area R1= 4.7 inz R2= 4.7 inz (1.5) DL Defl= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
5.5 ft
Reaction 1 LL
1320 # Reaction 2 LL 1320 #
Beam Wt per ft
7.87 #
Reaction 1 TL
1903 # Reaction 2 TL 1903 #
Bin Wt Included
43 #
Maximum V
1903 #
Max Moment
2616 '#
Max V (Reduced)
1369 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
49.91
32.38
0.06
0.03
38.47
17.12
0.28
0.18
OK
OK
OK
OK
77%
53%
21%
19%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
816
120
1.2
405
CF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Ci Incised
0.80
0.80
0.95
1.00
Cl Stability
1.0000
Rb = 0.00 Le
= 0.00 Ft
Uniform LL: 480 Uniform TL: 684 = A
Uniform Load A
0
RI = 1903 R2 = 1903
SPAN = 5.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION FDN DECKK: EXPOSED BEAM
FDN DK BM-01 Prepared by: VED Jr Date: 5/11/24
Selection PT 4x 10 HIP #2 Lu = 0.0 Ft
Conditions NDS 2018, Incised
Min Bearing Area R1= 4.3 inz R2= 4.3 inz (1.5) DL Defl= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
6.0 ft
Reaction 1 LL
1364 # Reaction 2 LL 1364 #
Beam Wt per ft
7.87 #
Reaction 1 TL
1729 # Reaction 2 TL 1729 #
Bin Wt Included
47 #
Maximum V
1729 #
Max Moment
2594 '#
Max V (Reduced)
1285 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
49.91
32.38
0.07
0.05
38.14
16.06
0.30
0.20
OK
OK
OK
OK
76%
50%
22%
23%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
816
120
1.2
405
CF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Ci Incised
0.80
0.80
0.95
1.00
Cl Stability
1.0000
Rb = 0.00 Le
= 0.00 Ft
Uniform LL: 455 Uniform TL: 569 = A
Uniform Load A
0
RI = 1729 R2 = 1729
SPAN = 6.00 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION FDN DECK: EXPOSED BEAM
FDN DK BM-02 Prepared by: VED Jr Date: 5/11/24
Selection PT 4x 6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018, Incised
Min Bearing Area Rl= 1.4 inz R2= 1.4 inz (1.5) DL Defl= 0.03 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
6.0 ft
Reaction 1 LL
450 # Reaction 2 LL 450 #
Beam Wt per ft
4.68 #
Reaction 1 TL
577 # Reaction 2 TL 577 #
Bin Wt Included
28 #
Maximum V
577 #
Max Moment
865 '#
Max V (Reduced)
488 #
TL Max Defl
L / 240
TL Actual Defl
L / 695
LL Max Defl
L / 360
LL Actual Defl
L / 988
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
17.65
19.25
0.10
0.07
11.74
6.11
0.30
0.20
OK
OK
OK
OK
67%
32%
35%
36%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
884
120
1.2
405
CF Size Factor
1.300
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Ci Incised
0.80
0.80
0.95
1.00
Cl Stability
1.0000
Rb = 0.00 Le
= 0.00 Ft
Uniform LL: 150 Uniform TL: 188 = A
Uniform Load A
0
RI = 577 R2 = 577
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
F
L
O
O
r•�
P
L
A
N
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION LIVING RM: EXPOSED BEAM
MF BM-01 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 7.1 inz R2= 7.1 in2 (1.5) DL Defl= 0.31 in Recom Camber= 0.46 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
18.58 ft
Reaction 1 LL
2787 # Reaction 2 LL 2787 #
Beam Wt per ft
18.68 #
Reaction 1 TL
4633 # Reaction 2 TL 4633 #
Bin Wt Included
347 #
Maximum V
4633 #
Max Moment
21519 '#
Max V (Reduced)
4009 #
TL Max Defl
L / 240
TL Actual Defl
L / 361
LL Max Defl
L / 360
LL Actual Defl
L / 720
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
192.19
76.88
0.62
0.31
108.68
25.06
0.93
0.62
OK
OK
OK
OK
57%
33%
66%
50%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2376
240
1.8
650
Cv Volume
0.990
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: 300 Uniform TL: 480 = A
Uniform Load A
0
RI = 4633 R2 = 4633
SPAN = 18.58 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-02
CLMN-01 Prepared by: VED Jr Date: 6/19/24
Selection 4x 4 DF-L #2 Solid Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Data
Load
5138 #
Column Area
12.25 in2
Kf
1.00
Actual Height
9.5 ft
le dl Effective Ht
114 in
c
0.80
Unbraced L1
9.5 ft
le d2 Effective Ht
114 in
KcE
0.30
Unbraced L2
9.5 ft
Ke Buckling Mode
1.0
FcE
453
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 33
419
12.25
Critical 50
421
12.19
Status OK
OK
OK
Ratio 66%
100%
100%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 419 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION DINING RM: EXPOSED BEAM
MF BM-02 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 3.8 inz R2= 3.8 inz (1.5) DL Defl= 0.12 in Recom Camber= 0.18 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
10.17 ft
Reaction 1 LL
1526 # Reaction 2 LL 1526 #
Beam Wt per ft
11.21 #
Reaction 1 TL
2498 # Reaction 2 TL 2498 #
Bin Wt Included
114 #
Maximum V
2498 #
Max Moment
6351 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 485
LL Max Defl
L / 360
LL Actual Defl
L / 949
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
69.19
46.13
0.25
0.13
31.75
15.61
0.51
0.34
OK
OK
OK
OK
46%
34%
49%
38%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2400
240
1.8
650
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
Uniform LL: 300 Uniform TL: 480 = A
Uniform Load A
0
RI = 2498 R2 = 2498
SPAN = 10.17 FT
Uniform and partial uniform loads are lbs per lineal ft.
Notes MATCH WITH MF BM-01
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-04
CLMN-01 Prepared by: VED Jr Date: 6/19/24
Selection 6x 6 DF-L #2 Solid Wood Column
Conditions NDS 2018, Using values for 5x + solid sawn, Posts and Timbers.
Data
Load
6021 #
Column Area
30.25 in2
Kf
1.00
Actual Height
10.0 ft
le dl Effective Ht
120 in
c
0.80
Unbraced L1
10.0 ft
le d2 Effective Ht
120 in
KcE
0.30
Unbraced L2
10.0 ft
Ke Buckling Mode
1.0
FcE
820
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 5.5 inches
le/d
psi
Area (in2)
Actual 22
199
30.25
Critical 50
520
11.58
Status OK
OK
OK
Ratio 44%
38%
38%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 199 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-03
CLMN-01 Prepared by: VED Jr Date: 6/19/24
Selection (3) 2, 4 DF-L #2 Nailed Built -Up Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Laminate built-up nailed columns per NDS 15.3.3.1 or per local code.
Data
Load
2091 #
Column Area
15.75 in2
Kf
1.00
Actual Height
10.0 ft
le dI Effective Ht
120 in
c
0.80
Unbraced L1
10.0 ft
le d2 Effective Ht
120 in
KcE
0.30
Unbraced L2
10.0 ft
Ke Buckling Mode
1.0
FcE
409
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 34
133
15.75
Critical 50
384
5.45
Status OK
OK
OK
Ratio 68%
35%
35%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 133 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION FOYER: EXPOSED BEAM
MF BM-03 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 3.5 inz R2= 3.5 inz (1.5) DL Defl= 0.09 in Recom Camber= 0.13 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
9.33 ft
Reaction 1 LL
1400 # Reaction 2 LL 1400 #
Beam Wt per ft
11.21 #
Reaction 1 TL
2291 # Reaction 2 TL 2291 #
Bin Wt Included
105 #
Maximum V
2291 #
Max Moment
5345 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 628
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
69.19
46.13
0.18
0.09
26.72
14.32
0.47
0.31
OK
OK
OK
OK
39%
31%
38%
29%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2400
240
1.8
650
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
Uniform LL: 300 Uniform TL: 480 = A
Uniform Load A
0
RI = 2291 R2 = 2291
SPAN = 9.33 FT
Uniform and partial uniform loads are lbs per lineal ft.
Notes MATCH WITH MF BM-01
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-04
CLMN-02 Prepared by: VED Jr Date: 6/24/24
Selection (3) 2, 4 DF-L #2 Nailed Built -Up Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Laminate built-up nailed columns per NDS 15.3.3.1 or per local code.
Data
Load
2947 #
Column Area
15.75 in2
Kf
1.00
Actual Height
11.5 ft
le dI Effective Ht
138 in
c
0.80
Unbraced L1
11.5 ft
le d2 Effective Ht
138 in
KcE
0.30
Unbraced L2
11.5 ft
Ke Buckling Mode
1.0
FcE
309
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 39
187
15.75
Critical 50
295
9.98
Status OK
OK
OK
Ratio 78%
63%
63%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 187 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-04
CLMN-01 Prepared by: VED Jr Date: 6/19/24
Selection 4x 6 DF-L #2 Solid Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Data
Load
6021 #
Column Area
19.25 in2
Kf
1.00
Actual Height
9.5 ft
le dl Effective Ht
114 in
c
0.80
Unbraced L1
9.5 ft
le d2 Effective Ht
114 in
KcE
0.30
Unbraced L2
9.5 ft
Ke Buckling Mode
1.0
FcE
453
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 33
313
19.25
Critical 50
421
14.29
Status OK
OK
OK
Ratio 66%
74%
74%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 313 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION BEDROOM: EXPOSED BEAM
MF BM-04 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 4.5 inz R2= 4.5 inz (1.5) DL Defl= 0.24 in Recom Camber= 0.36 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
12.0 ft
Reaction 1 LL
1800 # Reaction 2 LL 1800 #
Beam Wt per ft
11.21 #
Reaction 1 TL
2947 # Reaction 2 TL 2947 #
Bin Wt Included
135 #
Maximum V
2947 #
Max Moment
8842 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 295
LL Max Defl
L / 360
LL Actual Defl
L / 577
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
69.19
46.13
0.49
0.25
44.21
18.42
0.60
0.40
OK
OK
OK
OK
64%
40%
81%
62%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2400
240
1.8
650
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
Uniform LL: 300 Uniform TL: 480 = A
Uniform Load A
0
RI = 2947 R2 = 2947
SPAN = 12.00 FT
Uniform and partial uniform loads are lbs per lineal ft.
Notes MATCH WITH MF BM-01
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-05
CLMN-01 Prepared by: VED Jr Date: 6/24/24
Selection 6x 6 DF-L #2 Solid Wood Column
Conditions NDS 2018, Using values for 5x + solid sawn, Posts and Timbers.
Data
Load
2947 #
Column Area
30.25 in2
Kf
1.00
Actual Height
13.5 ft
le dl Effective Ht
162 in
c
0.80
Unbraced Ll
13.5 ft
le d2 Effective Ht
162 in
KcE
0.30
Unbraced L2
13.5 ft
Ke Buckling Mode
1.0
FcE
450
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 5.5 inches
le/d
psi
Area (in2)
Actual 29
97
30.25
Critical 50
368
8.0
Status OK
OK
OK
Ratio 58%
26%
26%
Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 97 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-05
CLMN-01 Prepared by: VED Jr Date: 6/19/24
Selection (3) 2, 4 DF-L #2 Nailed Built -Up Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Laminate built-up nailed columns per NDS 15.3.3.1 or per local code.
Data
Load
5365 #
Column Area
15.75 in2
Kf
1.00
Actual Height
10.0 ft
le dI Effective Ht
120 in
c
0.80
Unbraced L1
10.0 ft
le d2 Effective Ht
120 in
KcE
0.30
Unbraced L2
10.0 ft
Ke Buckling Mode
1.0
FcE
409
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 34
341
15.75
Critical 50
384
13.99
Status OK
OK
OK
Ratio 68%
89%
89%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 341 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION DINING RM: EXPOSED BEAM
MF BM-05 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 9.4 in2 R2= 1.9 in2 (1.5) DL Defl= 0.29 in Recom Camber= 0.43 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
14.33 ft
Reaction 1 LL
3636 # Reaction 2 LL 677 #
Beam Wt per ft
13.08 #
Reaction 1 TL
6137 # Reaction 2 TL 1219 #
Bm Wt Included
187 #
Maximum V
6137 #
Max Moment
13885 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 308
LL Max Defl
L / 360
LL Actual Defl
L / 639
Section (in3)
Shear (in2)
TL Defl (in)
LL Defl
94.17
53.81
0.56
0.27
69.43
38.36
0.72
0.48
OK
OK
OK
OK
74%
71%
78%
56%
ro kpsil
ry kpsil
h tpsi x mil)
rc 1 �psil
Reference Values
2400
240
1.8
650
Adjusted Values
2400
240
1.8
650
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
Point LL Point TL Distance
2787 B = 4633 2.25
1526 C = 2536 2.25
Pt loads:
0
R1 = 6137 R2 = 1219
SPAN = 14.33 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION LIVING RM: EXPOSED BEAM
MF BM-06 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 7.6 inz R2= 3.5 inz (1.5) DL Defl= 0.35 in Recom Camber= 0.52 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
17.0 ft
Reaction 1 LL
2894 # Reaction 2 LL 1293 #
Beam Wt per ft
16.81 #
Reaction 1 TL
4929 # Reaction 2 TL 2281 #
Bm Wt Included
286 #
Maximum V
4929 #
Max Moment
25690 '#
Max V (Reduced)
4910 #
TL Max Defl
L / 240
TL Actual Defl
L / 300
LL Max Defl
L / 360
LL Actual Defl
L / 616
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
155.67
69.19
0.68
0.33
128.45
30.69
0.85
0.57
OK
OK
OK
OK
83%
44%
80%
58%
ro psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2400
240
1.8
650
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
Point LL Point TL Distance
2787 B = 4633 5.25
1400 C = 2291 5.25
Pt loads:
0 0
RI = 4929 R2 = 2281
SPAN = 17.00 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MF BM-07
CLMN-01 Prepared by: VED Jr Date: 6/24/24
Selection (4) 2, 4 DF-L #2 Nailed Built -Up Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Laminate built-up nailed columns per NDS 15.3.3.1 or per local code.
Data
Load
6046 #
Column Area
21.0 in2
Kf
1.00
Actual Height
11.5 ft
le dI Effective Ht
138 in
c
0.80
Unbraced L1
11.5 ft
le d2 Effective Ht
138 in
KcE
0.30
Unbraced L2
11.5 ft
Ke Buckling Mode
1.0
FcE
309
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 39
288
21.0
Critical 50
295
20.48
Status OK
OK
OK
Ratio 78%
98%
98%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 288 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MASTER BEDRROM: EXPOSED BM
MF BM-07 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 9.3 inz R2= 9.3 inz (1.5) DL Defl= 0.33 in Recom Camber= 0.49 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
21.5 ft
Reaction 1 LL
3870 # Reaction 2 LL 3870 #
Beam Wt per ft
22.42 #
Reaction 1 TL
6046 # Reaction 2 TL 6046 #
Bin Wt Included
482 #
Maximum V
6046 #
Max Moment
32497 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 363
LL Max Defl
L / 360
LL Actual Defl
L / 669
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
276.75
92.25
0.71
0.39
169.61
37.79
1.08
0.72
OK
OK
OK
OK
61%
41%
66%
54%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2299
240
1.8
650
Cv Volume
0.958
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: 360 Uniform TL: 540 = A
Uniform Load A
0
RI = 6046 R2 = 6046
SPAN = 21.50 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION M. BDRM: EXPOSED BEAM
MF BM-08 Prepared by: VED Jr Date: 6/24/24
Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 8.3 inz R2= 8.3 inz (1.5) DL Defl= 0.33 in Recom Camber= 0.49 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
21.5 ft
Reaction 1 LL
3225 # Reaction 2 LL 3225 #
Beam Wt per ft
22.42 #
Reaction 1 TL
5401 # Reaction 2 TL 5401 #
Bin Wt Included
482 #
Maximum V
5401 #
Max Moment
29030 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 399
LL Max Defl
L / 360
LL Actual Defl
L / 803
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
276.75
92.25
0.65
0.32
151.51
33.76
1.08
0.72
OK
OK
OK
OK
55%
37%
60%
45%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
2400
240
1.8
650
Adjusted Values
2299
240
1.8
650
Cv Volume
0.958
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: 300 Uniform TL: 480 = A
Uniform Load A
0
RI = 5401 R2 = 5401
SPAN = 21.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MASTER BATH: HEADER
MF HDR-04 Prepared by: VED Jr Date: 6/24/24
Selection 2x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 3.5 inz R2= 3.9 inz (1.5) DL Defl= <0.01 in.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
2.0 ft
Reaction 1 LL
820 # Reaction 2 LL 923 #
Beam Wt per ft
3.37 #
Reaction 1 TL
1397 # Reaction 2 TL 1581 #
Bm Wt Included
7 #
Maximum V
1581 #
Max Moment
1311 '#
Max V (Reduced)
1318 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
21.39
13.88
0.01
<0.01
16.82
13.18
0.10
0.07
OK
OK
OK
OK
79%
95%
7%
5%
ro psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
935
150
1.3
405
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
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00 Le
= 0.00 Ft
Loads Uniform LL: 225 Uniform TL: 338 = A
Point LL Point TL Distance
1293 B = 2297 1.08
Uniform Load A
Pt loads:
0 0
RI = 1397 R2 = 1581
SPAN = 2.00 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION BEDROOM 2: HEADER
MF HDR-01 Prepared by: VED Jr Date: 6/24/24
Selection (2) 2, 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 3.7 inz R2= 3.7 inz (1.5) DL Defl= 0.05 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
5.5 ft
Reaction 1 LL
928 # Reaction 2 LL 928 #
Beam Wt per ft
5.29 #
Reaction 1 TL
1500 # Reaction 2 TL 1500 #
Bin Wt Included
29 #
Maximum V
1500 #
Max Moment
2062 '#
Max V (Reduced)
1170 #
TL Max Defl
L / 240
TL Actual Defl
L / 613
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
26.28
21.75
0.11
0.06
24.26
11.70
0.28
0.18
OK
OK
OK
OK
92%
54%
39%
31%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
1020
150
1.3
405
CF Size Factor
1.200
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: 338 Uniform TL: 540 = A
Uniform Load A
0
RI = 1500 R2 = 1500
SPAN = 5.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION BEDROOM 3: HEADER
MF HDR-02 Prepared by: VED Jr Date: 6/24/24
Selection 2x 6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.06 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
5.5 ft
Reaction 1 LL
289 # Reaction 2 LL 289 #
Beam Wt per ft
2.0 #
Reaction 1 TL
439 # Reaction 2 TL 439 #
Bin Wt Included
11 #
Maximum V
439 #
Max Moment
603 '#
Max V (Reduced)
366 #
TL Max Defl
L / 240
TL Actual Defl
L / 465
LL Max Defl
L / 360
LL Actual Defl
L / 827
Section (in3)
Shear (in2)
TL Defl (in)
LL Defl
7.56
8.25
0.14
0.08
6.55
3.66
0.28
0.18
OK
OK
OK
OK
87%
44%
52%
44%
rn psi)
ry psi)
h psi x mil)
rc 1 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: 105 Uniform TL: 158 = A
Uniform Load A
0
R1 = 439 R2 = 439
SPAN = 5.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION DINING RM: HEADER
MF HDR-03 Prepared by: VED Jr Date: 6/24/24
Selection (2) 2, 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 4.9 inz R2= 3.0 inz (1.5) DL Defl= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
3.25 ft
Reaction 1 LL
1156 # Reaction 2 LL 722 #
Beam Wt per ft
5.29 #
Reaction 1 TL
1981 # Reaction 2 TL 1211 #
Bm Wt Included
17 #
Maximum V
1981 #
Max Moment
1974 '#
Max V (Reduced)
1815 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
26.28
21.75
0.03
0.01
23.23
18.15
0.16
0.11
OK
OK
OK
OK
88%
83%
19%
14%
ro psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
1020
150
1.3
405
CF Size Factor
1.200
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: 180 Uniform TL: 270 = A
Point LL Point TL Distance
1293 B = 2297 1.08
Uniform Load A
Pt loads:
0 0
RI 1981 R2=1211
SPAN = 3.25 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MASTER BATH: HEADER
MF HDR-04 Prepared by: VED Jr Date: 6/24/24
Selection 2x 6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 0.8 inz R2= 0.8 inz (1.5) DL Defl= <0.01 in.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
2.0 ft
Reaction 1 LL
225 # Reaction 2 LL 225 #
Beam Wt per ft
2.0 #
Reaction 1 TL
340 # Reaction 2 TL 340 #
Bin Wt Included
4 #
Maximum V
340 #
Max Moment
170 '#
Max V (Reduced)
184 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
7.56
8.25
0.01
<0.01
1.84
1.84
0.10
0.07
OK
OK
OK
OK
24%
22%
5%
4%
rn psi)
ry psi)
h psi x mil)
rc 1 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: 225 Uniform TL: 338 = A
Uniform Load A
0
R1 = 340 R2 = 340
SPAN = 2 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION MASTER BEDROOM: HEADER
MF HDR-05 Prepared by: VED Jr Date: 6/24/24
Selection 2x 6 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 1.3 inz R2= 1.3 inz (1.5) DL Defl= 0.01 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
3.0 ft
Reaction 1 LL
338 # Reaction 2 LL 338 #
Beam Wt per ft
2.0 #
Reaction 1 TL
509 # Reaction 2 TL 509 #
Bin Wt Included
6 #
Maximum V
509 #
Max Moment
382 '#
Max V (Reduced)
354 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
7.56
8.25
0.03
0.02
4.15
3.54
0.15
0.10
OK
OK
OK
OK
55%
43%
18%
15%
rn psi)
ry psi)
h psi x mil)
rc 1 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: 225 Uniform TL: 338 = A
Uniform Load A
0
RI = 509 R2 = 509
SPAN = 3.00 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION
Prepared by: VED Jr Date: 6/24/24
Selection (3) 2, 4 Hem -Fir #2 Nailed Built -Up Wood Column
Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber.
Laminate built-up nailed columns per NDS 15.3.3.1 or per local code.
Data
Load
5451 #
Column Area
15.75 in2
Kf
1.00
Actual Height
6.67 ft
le dI Effective Ht
80 in
c
0.80
Unbraced L1
6.67 ft
le d2 Effective Ht
80 in
KcE
0.30
Unbraced L2
6.67 ft
Ke Buckling Mode
1.0
FcE
746
Fc II (psi) E (psi x mil)
Attributes and Values Controlling d is 3.5 inches
le/d
psi
Area (in2)
Actual 23
346
15.75
Critical 50
647
8.42
Status OK
OK
OK
Ratio 46%
53%
53%
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 346 psi.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION HALL: HDR
MF HDR-06 Prepared by: VED Jr Date: 6/24/24
Selection (2) 2, 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2018
Min Bearing Area R1= 4.8 inz R2= 3.0 inz (1.5) DL Defl= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
3.17 ft
Reaction 1 LL
1138 # Reaction 2 LL 726 #
Beam Wt per ft
5.29 #
Reaction 1 TL
1951 # Reaction 2 TL 1219 #
Bm Wt Included
17 #
Maximum V
1951 #
Max Moment
1943 '#
Max V (Reduced)
1784 #
TL Max Defl
L / 240
TL Actual Defl
L / > 1000
LL Max Defl
L / 360
LL Actual Defl
L / > 1000
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
26.28
21.75
0.03
0.01
22.86
17.84
0.16
0.11
OK
OK
OK
OK
87%
82%
18%
13%
ro psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
1020
150
1.3
405
CF Size Factor
1.200
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: 180 Uniform TL: 270 = A
Point LL Point TL Distance
1293 B = 2297 1.08
Uniform Load A
Pt loads:
0 0
RI 1951 R2=1219
SPAN = 3.17 FT
Uniform and partial uniform loads are lbs per lineal ft.
Notes MATCH WITH MF BM-01
R
O
O
F
F
R
A
M
I
N
G
u
L
A
N
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION RESIDENCE: RAFTER
MF RFTR-01 Prepared by: VED Jr Date: 6/22/24
Selection 2x 10 HF #2 @ 24 in oc Lu = 0.0 Ft Lu @OH = 1.5 Ft
Conditions NDS 2018, Overhang, Repetitive Use, DL adj: 4:12 pitch
Min Bearing Area R1= 1.2 inz R2= 1.6 inz (1.5) DL Defl= 0.18 in.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
12.0 ft
Reaction 1 LL
295 #
Reaction 2 LL
380 #
Beam Wt per ft
3.55 #
Reaction 1 TL
503 #
Reaction 2 TL
647 #
Bm Wt Included
48 #
Maximum V
519 #
Overhang Length
1.5 ft
Max Moment
1484 '#
Max V (Reduced)
N/A
Total Beam Length
13.5 ft
TL Max Defl
L / 240
TL Actual Defl
L / 402
OH TL Actual Defl
L / 246
LL Max Defl
L / 360
LL Actual Defl
L / 827
OH LL Actual Defl
L / 504
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
OH TL Defl
OH LL Defl
21.39
13.88
0.36
0.17
-0.15
-0.07
16.75
5.19
0.60
0.40
0.15
0.10
OK
OK
OK
OK
OK
OK
78%
37%
60%
44%
98%
71%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
1063
150
1.3
405
CF Size Factor
1.100
Cd Duration
1.00
1.00
Cr Repetitive
1.15
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
Cl Stability @ OH
0.9889
Rb = 9.92 Le
= 2.00 Ft
Loads Uniform LL: 50 Uniform TL: 82 = A (Uniform Ld on Backs an)
Par Unif LL Par Unif TL Start End
50 K = 82 (OH) 0 1.5
Uniform Load A I K
R1 = 503 R2 = 647
BACKSPAN = 12 FT OH = 1.5 FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION COVER DECK: RAFTER
MF RFTR-02 Prepared by: VED Jr Date: 6/25/24
Selection 2x 4 HF #2 @ 24 in oc Lu = 0.0 Ft
Conditions NDS 2018, Repetitive Use, DL adj: 4:12 pitch
Min Bearing Area Rl= 0.5 inz R2= 0.5 inz (1.5) DL Defl= 0.13 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
5.38 ft
Reaction 1 LL
134 # Reaction 2 LL 134 #
Beam Wt per ft
0 #
Reaction 1 TL
219 # Reaction 2 TL 219 #
Bin Wt Included
0 #
Maximum V
219 #
Max Moment
295 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 246
LL Max Defl
L / 360
LL Actual Defl
L / 479
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
3.06
5.25
0.26
0.13
2.41
2.19
0.27
0.18
OK
OK
OK
OK
79%
42%
98%
75%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
1466
150
1.3
405
CF Size Factor
1.500
Cd Duration
1.00
1.00
Cr Repetitive
1.15
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: 82 = A
Uniform Load A
0
RI 219 R2=219
SPAN = 5.375 FT
Uniform and partial uniform loads are lbs per lineal ft.
CREATIVE COMFORT
Precision - Grace Transforms Dreams into Reality
BeamChek v2023 licensed to: Creative Comfort Reg # 104-61
HOFF RESIDENCE: ADDITION PORCH: RAFTER
MF RFTR-03 Prepared by: VED Jr Date: 6/25/24
Selection 2x 4 HF #2 @ 24 in oc Lu = 0.0 Ft
Conditions NDS 2018, Repetitive Use, DL adj: 4:12 pitch
Min Bearing Area Rl= 0.5 inz R2= 0.5 inz (1.5) DL Defl= 0.07 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
4.5 ft
Reaction 1 LL
113 # Reaction 2 LL 113 #
Beam Wt per ft
1.34 #
Reaction 1 TL
187 # Reaction 2 TL 187 #
Bin Wt Included
6 #
Maximum V
187 #
Max Moment
210 '#
Max V (Reduced)
N/A
TL Max Defl
L / 240
TL Actual Defl
L / 411
LL Max Defl
L / 360
LL Actual Defl
L / 817
Section (in3)
Shear (inz)
TL Defl (in)
LL Defl
3.06
5.25
0.13
0.07
1.72
1.87
0.23
0.15
OK
OK
OK
OK
56%
36%
58%
44%
rn psi)
ry psi)
h psi x mil)
rc 1 psi)
Reference Values
850
150
1.3
405
Adjusted Values
1466
150
1.3
405
CF Size Factor
1.500
Cd Duration
1.00
1.00
Cr Repetitive
1.15
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: 82 = A
Uniform Load A
0
RI = 187 R2 = 187
SPAN = 4.50 FT
Uniform and partial uniform loads are lbs per lineal ft.