AISC v16.0 · ST shape

ST4X11.5

ST4X11.5 weighs 11.5 lb/ft, has a depth of 4 in, a cross-sectional area of 3.38 in², and an x-axis elastic section modulus Sx of 1.76 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

ST 11.5 lb/ft · 3.38 in² · EDI ST4X11.5

Nominal profile Units · inches

Building nominal profile…

Weight
11.5 lb/ft
Area
3.38 in²
Depth
4 in
Elastic Sx
1.76 in³

From designation to geometry

Reading the ST4X11.5 record

The ST designation identifies a tee depth series and nominal weight per foot. Use its own tabulated depth d = 4 in and flange width bf = 4.17 in rather than halving every dimension of another member.

This tee has web or stem thickness tw = 0.441 in, flange thickness tf = 0.425 in and centroid distance y = 1.15 in. Stem and flange orientation matter when matching the table's axes to a model.

Ix = 5 in⁴ and Iy = 2.13 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 ST4X11.5

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 11.5 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 11.5 lb/ft230 lb104.326 kg
3 pieces3 × 230 lb690 lb312.979 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 an S-shape?

An ST is a structural tee produced from an American Standard S-shape. Its flange geometry and proportions differ from WT and MT series tees.

Learn how shape properties work

Common context

Common project roles include truss components, lintels, specialty framing, reinforcement, and connections where the ST proportions are specifically useful.

Detailing watch

Check tapered flange effects, stem orientation, connection surface, availability, and exact section properties before replacing or pairing it with another tee series.

Portable reference files

Download ST4X11.5 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

ST4X11.5 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
11.5 lb/ft
A
Area
3.38 in²
d
Depth / angle leg dimension d
4 in
ddet
Detailing depth
4 in
bf
Flange width
4.17 in
bfdet
Detailing flange width
4.125 in
tw
Web thickness
0.441 in
twdet
Detailing web thickness
0.438 in
tf
Flange thickness
0.425 in
tfdet
Detailing flange thickness
0.438 in
kdes
Design k distance
1 in
kdet
Detailing k distance
1 in

Centroid & detailing

y
Centroid y
1.15 in
yp
Plastic neutral axis y
0.439 in
WGi
Workable gage, inner
2.25 in

X-axis properties

Ix
X-axis moment of inertia
5 in⁴
Zx
X-axis plastic section modulus
3.19 in³
Sx
X-axis elastic section modulus
1.76 in³
rx
X-axis radius of gyration
1.22 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
2.13 in⁴
Zy
Y-axis plastic section modulus
1.84 in³
Sy
Y-axis elastic section modulus
1.02 in³
ry
Y-axis radius of gyration
0.795 in

Torsion, warping & perimeters

J
Torsional constant
0.271 in⁴
Cw
Warping constant
0.168 in⁶

Compare published reference values

ST4X11.5 alongside nearby ST 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)
ST4X11.5 (this record)11.543.3852.13
ST4X9.29.242.73.491.84

Relative to ST4X11.5, ST4X9.2 changes nominal weight by -2.3 lb/ft, listed depth by 0 in, and area by -0.68 in². At the same hypothetical 20 ft length, the nominal weight difference is -46 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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