Toggle navigation
IBD
Toggle menubar
Toggle fullscreen
Log Out
Setup
Engineered UDL + Point Loaded Beams
JOIN, DESIGN & PURCHASE NOW
Condition
Support
Material
Load
Allowed Bending
[[ results.bending ]]%
...
[[ stressBendingOk.text ]]
Allowed Shear
[[ results.shear ]]%
...
[[ shearOk.text ]]
LL Deflection
[[ results.deflectionLL ]]%
...
[[ liveLoadDeflectionOk.text ]]
TL Deflection
[[ results.deflectionTL ]]%
...
[[ totalLoadDeflectionOk.text ]]
P Deflection
[[ results.deflectionP ]]%
...
[[ permanentDeflectionOk.text ]]
Allowed Cantilever Bending
[[ results.cBending ]]%
...
[[ cStressBendingOK.text ]]
Cantilever LL Deflection
[[ results.cDeflectionLL ]]%
...
[[ cLiveLoadDeflectionOK.text ]]
Cantilever TL Deflection
[[ results.cDeflectionTL ]]%
...
[[ cTotalLoadDeflectionOK.text ]]
Cantilever P Deflection
[[ results.cDeflectionP ]]%
...
[[ cPermanentDeflectionOK.text ]]
Condition
[[ option.name ]]
[[ option.name ]]
Lintel Span
Joist Span
Beam Span
[[i+1]]
[[i+1]]
Ft
[[i]]
[[i]]
In
Left Cantilever
[[ i ]]
[[ i ]]
Ft
0
[[ i ]]
[[ i ]]
In
Right Cantilever
[[ i ]]
[[ i ]]
Ft
0
[[ i ]]
[[ i ]]
In
Joist Spacing
12
16
In
Roof Dimension
Ceiling Dimension
Dimensions are Centered
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Left Dimension
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Right Dimension
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Supported Ceiling Length: [[Math.round(dimC/2*100)/100]]
Supported Joist Length 2: [[Math.round(dimC/2*100)/100]]
Floor 2 Dimension
Dimensions are Centered
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Left Dimension
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Right Dimension
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Supported Joist Length 3: [[Math.round(dimB/2*100)/100]]
Joist Span Dimension
Roof Span
Supported Roof Span
Ceiling Dimension
Floor 1 Dimension
Beam is Centered
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Dimension to Ridge
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Dimension to Inside of Wall
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Left Dimension
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Right Dimension
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Joist Supports
LEFT
RIGHT
Cantilevered
Cantilevered
Cantilevered
[[ option.name ]]
[[ option.name ]]
Cantilevered
[[ option.name ]]
[[ option.name ]]
Supported Ceiling Length: [[ supportedJoistLength ]]
Supported Roof Length: [[ supportedJoistLength ]]
Supported Joist Length: [[ supportedJoistLength ]]
Roof Overhang
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Beam is at Edge
Beam is a Lintel
Lintel Span
Joist Span
Beam Span
[[i+1]]
[[i+1]]
Ft
[[i]]
[[i]]
In
Left Cantilever
[[ i ]]
[[ i ]]
Ft
0
[[ i ]]
[[ i ]]
In
Right Cantilever
[[ i ]]
[[ i ]]
Ft
0
[[ i ]]
[[ i ]]
In
Allowed Bending
[[ results.bending ]]%
...
[[ stressBendingOk.text ]]
Allowed Shear
[[ results.shear ]]%
...
[[ shearOk.text ]]
LL Deflection
[[ results.deflectionLL ]]%
...
[[ liveLoadDeflectionOk.text ]]
TL Deflection
[[ results.deflectionTL ]]%
...
[[ totalLoadDeflectionOk.text ]]
P Deflection
[[ results.deflectionP ]]%
...
[[ permanentDeflectionOk.text ]]
Allowed Cantilever Bending
[[ results.cBending ]]%
...
[[ cStressBendingOK.text ]]
Cantilever LL Deflection
[[ results.cDeflectionLL ]]%
...
[[ cLiveLoadDeflectionOK.text ]]
Cantilever TL Deflection
[[ results.cDeflectionTL ]]%
...
[[ cTotalLoadDeflectionOK.text ]]
Cantilever P Deflection
[[ results.cDeflectionP ]]%
...
[[ cPermanentDeflectionOK.text ]]
Support
Left Side
Post
Pier
Column
Beam
Wall
Hanger
BU Stud
BU Stud
Timber Post
Rnd. Concrete Pier
Sq. Concrete Pier
Masonry
HSS Steel
Round
Timber Beam
BU Beam
LVL Beam
PSL Beam
Steel Beam
Concrete
Masonry
Wood
1.5
1.75
2
2.125
2.25
2.5
2.625
2.75
3
3.25
3.5
4
4.5
5
5.25
6
6.5
S-P-F
D.Fir-L
Hem-Fir
Northern
S-P-F
D.Fir-L
Hem-Fir
Northern
1.3E
1.5E
1.9E
2.0E
2.2E
2.4E
2.6E
1.8E
2.0E
345 MPa
SS
No. 1
No. 2
SS
No. 1/No. 2
No. 3
W
With Conc. Pad
No Conc. Pad
Right Side
Post
Pier
Column
Beam
Wall
Hanger
BU Stud
BU Stud
Timber Post
Rnd. Concrete Pier
Sq. Concrete Pier
Masonry
HSS Steel
Round
Timber Beam
BU Beam
LVL Beam
PSL Beam
Steel Beam
Concrete
Masonry
Wood
1.5
1.75
2
2.125
2.25
2.5
2.625
2.75
3
3.25
3.5
4
4.5
5
5.25
6
6.5
S-P-F
D.Fir-L
Hem-Fir
Northern
S-P-F
D.Fir-L
Hem-Fir
Northern
1.3E
1.5E
1.9E
2.0E
2.2E
2.4E
2.6E
1.8E
2.0E
345 MPa
SS
No. 1
No. 2
SS
No. 1/No. 2
No. 3
W
With Conc. Pad
No Conc. Pad
Allowed Bending
[[ results.bending ]]%
...
[[ stressBendingOk.text ]]
Allowed Shear
[[ results.shear ]]%
...
[[ shearOk.text ]]
LL Deflection
[[ results.deflectionLL ]]%
...
[[ liveLoadDeflectionOk.text ]]
TL Deflection
[[ results.deflectionTL ]]%
...
[[ totalLoadDeflectionOk.text ]]
P Deflection
[[ results.deflectionP ]]%
...
[[ permanentDeflectionOk.text ]]
Allowed Cantilever Bending
[[ results.cBending ]]%
...
[[ cStressBendingOK.text ]]
Cantilever LL Deflection
[[ results.cDeflectionLL ]]%
...
[[ cLiveLoadDeflectionOK.text ]]
Cantilever TL Deflection
[[ results.cDeflectionTL ]]%
...
[[ cTotalLoadDeflectionOK.text ]]
Cantilever P Deflection
[[ results.cDeflectionP ]]%
...
[[ cPermanentDeflectionOK.text ]]
Material Type & Manufacturer
Wood
Steel
Lumber Built-up
Timber
LSL Built-up
LVL Built-up
PSL
Generic Material
Generic Material
Trus Joist
Trus Joist
West Fraser LVL
LP SolidStart
Boise Cascade
Generic LVL Material
Trus Joist
Beam Section Description
Species
2.0 E
# of Plies
1
2
3
4
5
Width
1.75
Depth
5 1/2
7 1/4
9 1/4
9 1/2
11 1/4
14
16
18
Grade
fb = 4805
Species
2.0 E
1.9 E
1.8 E
1.7 E
1.3 E
# of Plies
1
2
3
4
5
Width
1.75
Depth
5 1/2
7 1/4
9 1/4
9 1/2
11 1/2
11 7/8
14
16
18
24
Grade
fb = 5729
fb = 5544
fb = 5082
fb = 3147
Species
2.0 E
1.9 E
1.7 E
1.5 E
# of Plies
1
2
3
4
5
Width
1.75
Depth
5 1/2
7 1/4
9 1/4
9 1/2
11 1/4
11 7/8
14
16
18
Grade
fb = 5452
fb = 4897
fb = 4435
fb = 4158
Species
2.0 E
# of Plies
1
2
3
4
5
Width
1.75
Depth
7 1/4
9 1/4
9 1/2
11 1/4
11 7/8
14
16
18
Grade
fb = 6270
Species
2.0 E
1.9 E
1.8 E
1.7 E
1.5 E
1.3 E
# of Plies
1
2
3
4
5
Width
1.75
3.5
Depth
7 1/4
9 1/4
9 1/2
11 1/4
11 7/8
14
16
18
Grade
fb = 5700
fb = 5550
fb = 5350
fb = 5100
fb = 4150
fb = 3150
Species
D Fir-L
Hem-Fir
S-P-F
Northern
# of Plies
1
2
3
4
5
Width
2
Depth
4
5
6
8
10
12
Grade
SS
No. 1/No. 2
No. 3/Stud
Treatment
None
Pressure
Incise
Species
D Fir-L
Hem-Fir
S-P-F
Northern
Grade
SS
No. 1
No. 2
0
Width
6
8
10
12
14
Depth
8
10
12
14
Species
1.3 E
1.55 E
# of Plies
1
1
2
3
4
5
Width
1.75
3.5
3.5
Depth
9 1/4
9 1/2
11 1/4
11 7/8
14
16
4 3/8
5 1/2
7 1/4
8 5/8
9 1/4
11 1/4
Grade
fb = 3140
fb = 4295
Species
2.0 E
# of Plies
1
Width
3.5
5.25
7
Depth
9 1/4
9 1/2
11 1/4
11 7/8
14
16
18
Grade
fb = 5360
Steel Wide Flange
Steel Wide Flange (W)
Standard Section (S)
Beam Section Description
Shape
W
S
Section
[[item.ds_i]]
[[item.ds_i]]
[[item.ds_i]]
[[item.ds_i]]
Depth
Width
Beam Weight Details
Unit Weight
Total Weight
Allowed Bending
[[ results.bending ]]%
...
[[ stressBendingOk.text ]]
Allowed Shear
[[ results.shear ]]%
...
[[ shearOk.text ]]
LL Deflection
[[ results.deflectionLL ]]%
...
[[ liveLoadDeflectionOk.text ]]
TL Deflection
[[ results.deflectionTL ]]%
...
[[ totalLoadDeflectionOk.text ]]
P Deflection
[[ results.deflectionP ]]%
...
[[ permanentDeflectionOk.text ]]
Allowed Cantilever Bending
[[ results.cBending ]]%
...
[[ cStressBendingOK.text ]]
Cantilever LL Deflection
[[ results.cDeflectionLL ]]%
...
[[ cLiveLoadDeflectionOK.text ]]
Cantilever TL Deflection
[[ results.cDeflectionTL ]]%
...
[[ cTotalLoadDeflectionOK.text ]]
Cantilever P Deflection
[[ results.cDeflectionP ]]%
...
[[ cPermanentDeflectionOK.text ]]
Condition
[[ option.name ]]
[[ option.name ]]
Uniform Dead Load
Roof Dead Load
Ceiling Dead Load
Roof/Clg Dead Load
No Roof or Ceiling Load
Ceiling Load
Wd. Frame & Asphalt Shingles
Wd. Frame & Cedar Shingles
Wd. Jsts. & Single Membrane
Wd. Frame & Clay/Tile Shingles
Wd. Frame & Steel Roofing
Wd. Frame & Slate Shingles
Wd. Frame - Tar & Gravel
No Ceiling Load
Ceiling Load
No Roof or Ceiling Load
Ceiling Load
Wd. Frame & Asphalt Shingles
Wd. Frame & Cedar Shingles
Wd. Jsts. & Single Membrane
Wd. Frame & Clay/Tile Shingles
Wd. Frame & Steel Roofing
Wd. Frame & Slate Shingles
Wd. Frame - Tar & Gravel
[[roofDead]] psf
Other Ceiling Dead Load
Other Roof Dead Load
[[i]]
[[i]]
Deck Dead Load
Floor 1 Dead Load
Typical Wood Frame Deck
[[firstFloorDead]] psf
No Floor Load
Typical Light Finish Residential
Wd. Frame, Cermaic w/ Thinset
Wd. Frame, Cermaic w/ Gypcrete
Wd. Frame, Lt. Finish w/ Gypcrete
8" Hol-Core, 2" Top'g, Lt. Finish
8" Hol-Core, 2" Top'g, Cer. Finish
14" OWSJ, 4" Conc., Ceramic Finish
24" OWSJ, 4" Conc., Ceramic Finish
[[firstFloorDead]] psf
Other Deck Dead Load
Other Floor 1 Dead Load
[[i]]
[[i]]
Floor 2 Dead Load
No Floor Load
Typical Light Finish Residential
Wd. Frame, Cermaic w/ Thinset
Wd. Frame, Cermaic w/ Gypcrete
Wd. Frame, Lt. Finish w/ Gypcrete
8" Hol-Core, 2" Top'g, Lt. Finish
8" Hol-Core, 2" Top'g, Cer. Finish
14" OWSJ, 4" Conc., Ceramic Finish
24" OWSJ, 4" Conc., Ceramic Finish
[[secondFloorDead]] psf
Other Floor 2 Dead Load
[[i]]
[[i]]
Wall 1 Height
[[i+1]]
[[i+1]]
Ft
[[i]]
[[i]]
In
Wall 1 Type
No Wall Load
Wd. Stud & Drywall
Mtl. Stud & Drywall
Wd. Stud, Drywall, Siding
Wd. Stud, Dwl, Clay Brick Veneer
Wd. Stud, Dwl, Conc. Brick Veneer
Wd. Stud, Drywall, Stone Veneer
6" Conc. Blk., Strapping & Drywall
8" Conc. Blk., Strapping & Drywall
10" Conc. Blk., Strapping & Drywall
12" Conc. Blk., Strapping & Drywall
[[firstWallDead]] psf
Wall 2 Height
[[i+1]]
[[i+1]]
Ft
[[i]]
[[i]]
In
Wall 2 Type
No Wall Load
Wd. Stud & Drywall
Mtl. Stud & Drywall
Wd. Stud, Drywall, Siding
Wd. Stud, Dwl, Clay Brick Veneer
Wd. Stud, Dwl, Conc. Brick Veneer
Wd. Stud, Drywall, Stone Veneer
6" Conc. Blk., Strapping & Drywall
8" Conc. Blk., Strapping & Drywall
10" Conc. Blk., Strapping & Drywall
12" Conc. Blk., Strapping & Drywall
[[secondWallDead]] psf
Uniform Live Load
Deck Live Load
Floor 1 Live Load
No Floor Load
Typical Residential Floor
Residential Storage Areas
Bedrooms (Reduced Loading)
Residential Garages
Typical Office Floor
Commercial Storage Areas
Warehouses
Retail Areas
[[firstFloorLive]] psf
Floor 2 Live Load
No Floor Load
Typical Residential Floor
Residential Storage Areas
Bedrooms (Reduced Loading)
Residential Garages
Typical Office Floor
Commercial Storage Areas
Warehouses
Retail Areas
[[secondFloorLive]] psf
(Roof Design Snow Load: [[roofpsf]] psf)
Point Load
ADD POINT LOAD
IMPORT LOAD
Section & Elevation
[[ level.name ]]
Add Loading Level +
Results
Factored Load at Left Beam Support
[[ results.leftLoad ]] Lbs
...
Factored Load at Right Beam Support
[[ results.rightLoad ]] Lbs
...
% Stress Allowed in Shear
[[ results.shear ]]% ([[ results.interiorVf ]] lbs)
...
[[shearOk.text ]]
Minimum Length of Bearing for Beam (Left)
[[ results.minBearingLeft ]] in
...
Minimum Length of Bearing for Beam (Right)
[[ results.minBearingRight ]] in
...
Min. Length of Bearing for Support Member (Lt)
[[ results.minSupportLeft ]] in
...
Min. Length of Bearing for Support Member (Rt)
[[ results.minSupportRight ]] in
...
Beam Results by Span
MEMBERS ONLY
...
Factored Load at Left Beam Support
[[ results.leftLoad ]] Lbs
...
Factored Load at Right Beam Support
[[ results.rightLoad ]] Lbs
...
% Stress Allowed in Bending
[[ results.bending ]]% ([[ results.interiorMf ]] lbs-ft)
...
[[ stressBendingOk.text ]]
MEMBERS ONLY
% Stress Allowed in Shear
[[ results.shear ]]% ([[ results.interiorVf ]] lbs)
...
[[shearOk.text ]]
% Allowed Live Load Deflection
[[ results.deflectionLL ]]% ([[ results.absLiveDeflection ]]")
...
[[ liveLoadDeflectionOk.text ]]
MEMBERS ONLY
% Allowed Total Load Deflection
[[ results.deflectionTL ]]% ([[ results.absTotalDeflection ]]")
...
[[totalLoadDeflectionOk.text ]]
% Allowed Permanent Deflection
[[ results.deflectionP ]]% ([[ results.absPermanentDeflection ]]")
...
[[permanentDeflectionOk.text ]]
% Stress Allowed in Cantilever Bending
[[ results.cBending ]]%
...
[[cStressBendingOK.text ]]
% Allowed Cantilever Live Load Deflection
[[ results.cDeflectionLL ]]%
...
[[cLiveLoadDeflectionOK.text ]]
% Allowed Cantilever Total Load Deflection
[[ results.cDeflectionTL ]]%
...
[[cTotalLoadDeflectionOK.text ]]
% Allowed Cantilever Permanent Deflection
[[ results.cDeflectionP ]]%
...
[[cPermanentDeflectionOK.text ]]
Minimum Length of Bearing for Beam (Left)
[[ results.minBearingLeft ]] in
...
Minimum Length of Bearing for Beam (Right)
[[ results.minBearingRight ]] in
...
Min. Length of Bearing for Support Member (Lt)
[[ results.minSupportLeft ]] in
...
Min. Length of Bearing for Support Member (Rt)
[[ results.minSupportRight ]] in
...
Minimum Concrete Pad Footing Size (Part 9 OBC)
[[cPadL]]" x [[cPadL]]" x [[cPadLT]]" Thick - 20 Mpa Concrete (Left Side)
...
[[cPadR]]" x [[cPadR]]" x [[cPadRT]]" Thick - 20 Mpa Concrete (Right Side)
...
Design Summary
Load at Left Supports (Lbs)
Load at Right Supports (Lbs)
Dead:
[[ Math.ceil(results.leftLoadUnfactored.dead) ]] Lbs
...
Dead:
[[ Math.ceil(results.rightLoadUnfactored.dead) ]] Lbs
...
Live:
[[ Math.ceil(results.leftLoadUnfactored.live) ]] Lbs
...
Live:
[[ Math.ceil(results.rightLoadUnfactored.live) ]] Lbs
...
Snow:
[[ Math.ceil(results.leftLoadUnfactored.snow) ]] Lbs
...
Snow:
[[ Math.ceil(results.rightLoadUnfactored.snow) ]] Lbs
...
Factored:
[[ Math.ceil(results.leftLoad) ]] Lbs
...
Factored:
[[ Math.ceil(results.rightLoad) ]] Lbs
...
Max Moment Location: [[ maxMomentLocation ]] From Left Beam End
...
Description:
[[ description ]]
Minimum Left Bearing Length:
[[ Math.max(results.minBearingLeft, results.minSupportLeft) ]]" [[ lSupportText ]]
...
Minimum Right Bearing Length:
[[ Math.max(results.minBearingRight, results.minSupportRight) ]]" [[ rSupportText ]]
...
Beam Weight Based on Span:
[[ beamWeight ]] Lbs
...
Live Load Deflection:
[[ -1 * results.maxDeflectionLL.toPrecision(2) ]] in
...
×
Edit Loading Level
Add Loading Level
Dimensions
Loads
Walls
Type
FLOOR
CEILING
ROOF
Dimensions are Centered
Width
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Left Side Width
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Right Side Width
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
Menu 2
Include Wall Loading
Wall Height
[[i]]
[[i]]
Ft
[[i]]
[[i]]
In
×
Import Point Loads
No Other Beams Available
[[ beam.name ]]
Left Load
Dead
[[ beam.leftLoad.dead ]] Lbs
Live
[[ beam.leftLoad.live ]] Lbs
Snow
[[ beam.leftLoad.snow ]] Lbs
Imported
Import
Unavailable
Right Load
Dead
[[ beam.rightLoad.dead ]] Lbs
Live
[[ beam.rightLoad.live ]] Lbs
Snow
[[ beam.rightLoad.snow ]] Lbs
Imported
Import
Unavailable
×
Missing Description
A Beam/Lintel Description is Required to Save this Design.
You can give it a name below:
Point Load
Sync Load
Description
Distance from Left
Ft
In
Dead
Live
Snow
0
[[i+1]]
[[i]]
[[i]]