AISC v16.0 · S shape

S15X42.9

S15X42.9 weighs 42.9 lb/ft, has a depth of 15 in, a cross-sectional area of 12.6 in², and an x-axis elastic section modulus Sx of 59.4 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

S 42.9 lb/ft · 12.6 in² · EDI S15X42.9

Nominal profile Units · inches

Building nominal profile…

Weight
42.9 lb/ft
Area
12.6 in²
Depth
15 in
Elastic Sx
59.4 in³

From designation to geometry

Reading the S15X42.9 record

The 15 in depth series in S15X42.9 is a designation. The tabulated depth d is 15 in and flange width bf is 5.5 in. The separately listed detailing depth ddet is 15 in.

The web thickness tw is 0.411 in and flange thickness tf is 0.622 in. Keep the exact designation with these dimensions: matching the depth series does not guarantee matching flanges, web geometry or connection fit.

Ix = 446 in⁴ and Iy = 14.3 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 S15X42.9

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 42.9 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 42.9 lb/ft858 lb389.182 kg
3 pieces3 × 858 lb2,574 lb1,167.547 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 American Standard beam?

An S-shape is a hot-rolled, doubly symmetric beam with proportions and flange geometry different from a W-shape. It is identified by nominal depth and weight per foot.

Learn how shape properties work

Common context

Common project roles include beams, monorails, crane-related or industrial framing, and existing-building work where the S series is specified or matched.

Detailing watch

Check tapered flange geometry, connection surface, gage, fit-up, availability, and avoid substituting a W-shape solely because depth and weight appear similar.

Portable reference files

Download S15X42.9 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

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Properties & report

Tables and portable data

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Length-based 3D

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

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Dimensions & properties

S15X42.9 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
42.9 lb/ft
A
Area
12.6 in²
d
Depth / angle leg dimension d
15 in
ddet
Detailing depth
15 in
bf
Flange width
5.5 in
bfdet
Detailing flange width
5.5 in
tw
Web thickness
0.411 in
twdet
Detailing web thickness
0.438 in
tf
Flange thickness
0.622 in
tfdet
Detailing flange thickness
0.625 in
kdes
Design k distance
1.38 in
kdet
Detailing k distance
1.375 in

Centroid & detailing

T
Detailing T distance
12.25 in
WGi
Workable gage, inner
3.5 in

X-axis properties

Ix
X-axis moment of inertia
446 in⁴
Zx
X-axis plastic section modulus
69.2 in³
Sx
X-axis elastic section modulus
59.4 in³
rx
X-axis radius of gyration
5.95 in
rts
Effective radius of gyration
1.31 in
ho
Flange centroid distance
14.4 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
14.3 in⁴
Zy
Y-axis plastic section modulus
9.08 in³
Sy
Y-axis elastic section modulus
5.19 in³
ry
Y-axis radius of gyration
1.06 in

Torsion, warping & perimeters

J
Torsional constant
1.54 in⁴
Cw
Warping constant
737 in⁶
PA
Shape perimeter PA
43.4 in
PB
Shape perimeter PB
48.9 in
PC
Shape perimeter PC
35.5 in
PD
Shape perimeter PD
41 in

Compare published reference values

S15X42.9 alongside nearby S 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)
S15X42.9 (this record)42.91512.644614.3
S15X50501514.748515.6

Relative to S15X42.9, S15X50 changes nominal weight by +7.1 lb/ft, listed depth by 0 in, and area by +2.1 in². At the same hypothetical 20 ft length, the nominal weight difference is +142 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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