AISC v16.0 · WT shape

WT12X42

WT12X42 weighs 42 lb/ft, has a depth of 12.1 in, a cross-sectional area of 12.4 in², and an x-axis elastic section modulus Sx of 18.3 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

WT 42 lb/ft · 12.4 in² · EDI WT12X42

Nominal profile Units · inches

Building nominal profile…

Weight
42 lb/ft
Area
12.4 in²
Depth
12.1 in
Elastic Sx
18.3 in³

From designation to geometry

Reading the WT12X42 record

The WT designation identifies a tee depth series and nominal weight per foot. Use its own tabulated depth d = 12.1 in and flange width bf = 9.02 in rather than halving every dimension of another member.

This tee has web or stem thickness tw = 0.47 in, flange thickness tf = 0.77 in and centroid distance y = 2.97 in. Stem and flange orientation matter when matching the table's axes to a model.

Ix = 166 in⁴ and Iy = 47.2 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 WT12X42

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 42 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 42 lb/ft840 lb381.018 kg
3 pieces3 × 840 lb2,520 lb1,143.053 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 WT12X42 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

WT12X42 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
42 lb/ft
A
Area
12.4 in²
d
Depth / angle leg dimension d
12.1 in
ddet
Detailing depth
12 in
bf
Flange width
9.02 in
bfdet
Detailing flange width
9 in
tw
Web thickness
0.47 in
twdet
Detailing web thickness
0.5 in
tf
Flange thickness
0.77 in
tfdet
Detailing flange thickness
0.75 in
kdes
Design k distance
1.27 in
kdet
Detailing k distance
2.063 in

Centroid & detailing

y
Centroid y
2.97 in
yp
Plastic neutral axis y
0.685 in
WGi
Workable gage, inner
5.5 in

X-axis properties

Ix
X-axis moment of inertia
166 in⁴
Zx
X-axis plastic section modulus
32.5 in³
Sx
X-axis elastic section modulus
18.3 in³
rx
X-axis radius of gyration
3.67 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
47.2 in⁴
Zy
Y-axis plastic section modulus
16.3 in³
Sy
Y-axis elastic section modulus
10.5 in³
ry
Y-axis radius of gyration
1.95 in

Torsion, warping & perimeters

J
Torsional constant
1.84 in⁴
Cw
Warping constant
6.9 in⁶
PA
Shape perimeter PA
32.2 in
PB
Shape perimeter PB
41.2 in
PC
Shape perimeter PC
33.2 in
PD
Shape perimeter PD
42.2 in

Compare published reference values

WT12X42 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)
WT12X42 (this record)4212.112.416647.2
WT12X38381211.215141.3
WT12X474712.213.818654.5

Relative to WT12X42, WT12X38 changes nominal weight by -4 lb/ft, listed depth by -0.1 in, and area by -1.2 in². At the same hypothetical 20 ft length, the nominal weight difference is -80 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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