AISC v16.0 · WT shape

WT20X296.5

WT20X296.5 weighs 296.5 lb/ft, has a depth of 21.5 in, a cross-sectional area of 87.2 in², and an x-axis elastic section modulus Sx of 209 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

WT 296.5 lb/ft · 87.2 in² · EDI WT20X296.5

Nominal profile Units · inches

Building nominal profile…

Weight
296.5 lb/ft
Area
87.2 in²
Depth
21.5 in
Elastic Sx
209 in³

From designation to geometry

Reading the WT20X296.5 record

The WT designation identifies a tee depth series and nominal weight per foot. Use its own tabulated depth d = 21.5 in and flange width bf = 16.7 in rather than halving every dimension of another member.

This tee has web or stem thickness tw = 1.79 in, flange thickness tf = 3.23 in and centroid distance y = 5.66 in. Stem and flange orientation matter when matching the table's axes to a model.

Ix = 3,310 in⁴ and Iy = 1,260 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 WT20X296.5

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 296.5 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 296.5 lb/ft5,930 lb2,689.803 kg
3 pieces3 × 5,930 lb17,790 lb8,069.408 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 WT20X296.5 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

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Length-based 3D

Extrude a nominal member

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

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Dimensions & properties

WT20X296.5 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
296.5 lb/ft
A
Area
87.2 in²
d
Depth / angle leg dimension d
21.5 in
ddet
Detailing depth
21.5 in
bf
Flange width
16.7 in
bfdet
Detailing flange width
16.75 in
tw
Web thickness
1.79 in
twdet
Detailing web thickness
1.813 in
tf
Flange thickness
3.23 in
tfdet
Detailing flange thickness
3.25 in
kdes
Design k distance
4.41 in
kdet
Detailing k distance
4.5 in

Centroid & detailing

y
Centroid y
5.66 in
yp
Plastic neutral axis y
2.61 in
WGi
Workable gage, inner
7.5 in
WGo
Workable gage, outer
3 in

X-axis properties

Ix
X-axis moment of inertia
3,310 in⁴
Zx
X-axis plastic section modulus
379 in³
Sx
X-axis elastic section modulus
209 in³
rx
X-axis radius of gyration
6.16 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
1,260 in⁴
Zy
Y-axis plastic section modulus
240 in³
Sy
Y-axis elastic section modulus
151 in³
ry
Y-axis radius of gyration
3.8 in

Torsion, warping & perimeters

J
Torsional constant
221 in⁴
Cw
Warping constant
2,340 in⁶
PA
Shape perimeter PA
58.7 in
PB
Shape perimeter PB
75.4 in
PC
Shape perimeter PC
59.7 in
PD
Shape perimeter PD
76.4 in

Compare published reference values

WT20X296.5 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)
WT20X296.5 (this record)296.521.587.23,3101,260
WT20X327.5327.521.896.43,7301,440
WT20X251.5251.521742,7301,020

Relative to WT20X296.5, WT20X327.5 changes nominal weight by +31 lb/ft, listed depth by +0.3 in, and area by +9.2 in². At the same hypothetical 20 ft length, the nominal weight difference is +620 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.

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