AISC v16.0 · WT shape

WT22X184

WT22X184 weighs 184 lb/ft, has a depth of 22.2 in, a cross-sectional area of 54 in², and an x-axis elastic section modulus Sx of 143 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

WT 184 lb/ft · 54 in² · EDI WT22X184

Nominal profile Units · inches

Building nominal profile…

Weight
184 lb/ft
Area
54 in²
Depth
22.2 in
Elastic Sx
143 in³

From designation to geometry

Reading the WT22X184 record

The WT designation identifies a tee depth series and nominal weight per foot. Use its own tabulated depth d = 22.2 in and flange width bf = 16 in rather than halving every dimension of another member.

This tee has web or stem thickness tw = 1.1 in, flange thickness tf = 1.97 in and centroid distance y = 5.57 in. Stem and flange orientation matter when matching the table's axes to a model.

Ix = 2,380 in⁴ and Iy = 675 in⁴ refer to the database x- and y-axes. Here Ix is numerically larger. Axis letters are labels, not a guarantee that x is always the larger axis. These are geometric properties, not allowable loads or complete member capacities.

Match the axis and dimension conventions to the figures in the AISC v16.0 workbook Readme. The profile above simplifies manufacturing geometry; its outline is not used to recalculate the published properties.

Worked quantity example

Nominal weight for WT22X184

Assume 3 pieces, each 20 ft (6.096 m) long. This is a hypothetical quantity example, not a stock-length or lifting recommendation.

Using the published 184 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 184 lb/ft3,680 lb1,669.22 kg
3 pieces3 × 3,680 lb11,040 lb5,007.66 kg

Conversion: 1 lb = 0.45359237 kg; displayed results are rounded. This multiplication excludes connection plates, bolts, weld metal, coatings, cutting allowances and actual material variation. Use the material takeoff for your own lengths and quantities.

Shape family context

What is a structural tee cut from a W-shape?

A WT is a structural tee produced from a W-shape. It has one flange and a stem, so its properties, shear center, connection behavior, and fabrication orientation differ from the parent wide-flange section.

Learn how shape properties work

Common context

Common project roles include truss members, lintels, chords, edge members, reinforcement, hangers, and connection components.

Detailing watch

Confirm stem orientation, flange side, cut geometry, residual deformation, connection eccentricity, cope or weld access, and whether the specified tee is available as required.

Portable reference files

Download WT22X184 your way.

Every file is generated locally in your browser from the same nominal profile and AISC v16.0 reference record.

2D profile

CAD, vector, and image

Use the profile in CAD, illustration, plotting, reports, or presentations.

Properties & report

Tables and portable data

Take a printable datasheet, spreadsheet, structured record, or plain-text table.

Length-based 3D

Extrude a nominal member

Enter a member length in inches. Mesh files are generated from the nominal reference profile.

One-click package

Complete 2D + data bundle

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Dimensions & properties

WT22X184 reference data.

Values below are derived from the AISC Shapes Database v16.0 in US customary units. A dash indicates that a property is not applicable or not included for this family.

Nominal dimensions

W
Nominal weight
184 lb/ft
A
Area
54 in²
d
Depth / angle leg dimension d
22.2 in
ddet
Detailing depth
22.125 in
bf
Flange width
16 in
bfdet
Detailing flange width
16 in
tw
Web thickness
1.1 in
twdet
Detailing web thickness
1.125 in
tf
Flange thickness
1.97 in
tfdet
Detailing flange thickness
2 in
kdes
Design k distance
2.76 in
kdet
Detailing k distance
3.188 in

Centroid & detailing

y
Centroid y
5.57 in
yp
Plastic neutral axis y
1.69 in
WGi
Workable gage, inner
5.5 in
WGo
Workable gage, outer
3 in

X-axis properties

Ix
X-axis moment of inertia
2,380 in⁴
Zx
X-axis plastic section modulus
255 in³
Sx
X-axis elastic section modulus
143 in³
rx
X-axis radius of gyration
6.64 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
675 in⁴
Zy
Y-axis plastic section modulus
132 in³
Sy
Y-axis elastic section modulus
84.4 in³
ry
Y-axis radius of gyration
3.54 in

Torsion, warping & perimeters

J
Torsional constant
49.9 in⁴
Cw
Warping constant
570 in⁶
PA
Shape perimeter PA
59.7 in
PB
Shape perimeter PB
75.7 in
PC
Shape perimeter PC
60.4 in
PD
Shape perimeter PD
76.4 in

Compare published reference values

WT22X184 alongside nearby WT records

These records share the same nominal series, outside envelope or leg arrangement, depending on the family. Peers are ordered by absolute weight difference, then listed depth and designation. The table does not rank structural performance or approve a substitution.

US customary values from the same AISC v16.0 dataset
RecordWeight (lb/ft)Depth (in)Area (in²)Ix (in⁴)Iy (in⁴)
WT22X184 (this record)18422.2542,380675
WT22X167.5167.52249.22,170600
WT22X20420422.459.92,670758

Relative to WT22X184, WT22X167.5 changes nominal weight by -16.5 lb/ft, listed depth by -0.2 in, and area by -4.8 in². At the same hypothetical 20 ft length, the nominal weight difference is -330 lb.

Open these records in the full comparison tool

Compare the remaining dimensions, axis conventions, grade, availability and project requirements separately. Weight or section-property similarity does not establish matching connection geometry or member capacity.

Reference use only.

Data is derived from the AISC Shapes Database v16.0, consistent with the AISC Steel Construction Manual, 16th Edition, 1st Printing. AISC advises professional verification before use in a specific application. The downloadable DXF is a nominal reference profile and may simplify rolled fillets, flange tapers, angle radii, HSS corner radii, and other manufacturing geometry. Verify all dimensions and suitability before design, detailing, ordering, or fabrication.

From reference to deliverable

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