AISC v16.0 · WT shape

WT8X20

WT8X20 weighs 20 lb/ft, has a depth of 8.01 in, a cross-sectional area of 5.89 in², and an x-axis elastic section modulus Sx of 5.35 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

WT 20 lb/ft · 5.89 in² · EDI WT8X20

Nominal profile Units · inches

Building nominal profile…

Weight
20 lb/ft
Area
5.89 in²
Depth
8.01 in
Elastic Sx
5.35 in³

From designation to geometry

Reading the WT8X20 record

The WT designation identifies a tee depth series and nominal weight per foot. Use its own tabulated depth d = 8.01 in and flange width bf = 7 in rather than halving every dimension of another member.

This tee has web or stem thickness tw = 0.305 in, flange thickness tf = 0.505 in and centroid distance y = 1.81 in. Stem and flange orientation matter when matching the table's axes to a model.

Ix = 33.1 in⁴ and Iy = 14.4 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 WT8X20

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 20 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 20 lb/ft400 lb181.437 kg
3 pieces3 × 400 lb1,200 lb544.311 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 WT8X20 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

DXF, SVG, EPS, HPGL, PDF, PNG, WebP, CSV, XLSX, JSON, XML, YAML, TXT, and Markdown in one ZIP.

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Dimensions & properties

WT8X20 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
20 lb/ft
A
Area
5.89 in²
d
Depth / angle leg dimension d
8.01 in
ddet
Detailing depth
8 in
bf
Flange width
7 in
bfdet
Detailing flange width
7 in
tw
Web thickness
0.305 in
twdet
Detailing web thickness
0.313 in
tf
Flange thickness
0.505 in
tfdet
Detailing flange thickness
0.5 in
kdes
Design k distance
0.907 in
kdet
Detailing k distance
1.188 in

Centroid & detailing

y
Centroid y
1.81 in
yp
Plastic neutral axis y
0.421 in
WGi
Workable gage, inner
3.5 in

X-axis properties

Ix
X-axis moment of inertia
33.1 in⁴
Zx
X-axis plastic section modulus
9.43 in³
Sx
X-axis elastic section modulus
5.35 in³
rx
X-axis radius of gyration
2.37 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
14.4 in⁴
Zy
Y-axis plastic section modulus
6.36 in³
Sy
Y-axis elastic section modulus
4.12 in³
ry
Y-axis radius of gyration
1.56 in

Torsion, warping & perimeters

J
Torsional constant
0.396 in⁴
Cw
Warping constant
0.673 in⁶
PA
Shape perimeter PA
22.5 in
PB
Shape perimeter PB
29.5 in
PC
Shape perimeter PC
23 in
PD
Shape perimeter PD
30 in

Compare published reference values

WT8X20 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)
WT8X20 (this record)208.015.8933.114.4
WT8X18187.935.2930.612.2
WT8X22.522.58.076.6337.816.4

Relative to WT8X20, WT8X18 changes nominal weight by -2 lb/ft, listed depth by -0.08 in, and area by -0.6 in². At the same hypothetical 20 ft length, the nominal weight difference is -40 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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