AISC v16.0 · W shape

W30X261

W30X261 weighs 261 lb/ft, has a depth of 31.6 in, a cross-sectional area of 77 in², and an x-axis elastic section modulus Sx of 829 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

W 261 lb/ft · 77 in² · EDI W30X261

Nominal profile Units · inches

Building nominal profile…

Weight
261 lb/ft
Area
77 in²
Depth
31.6 in
Elastic Sx
829 in³

From designation to geometry

Reading the W30X261 record

The 30 in depth series in W30X261 is a designation. The tabulated depth d is 31.6 in and flange width bf is 15.2 in. The separately listed detailing depth ddet is 31.625 in.

The web thickness tw is 0.93 in and flange thickness tf is 1.65 in. Keep the exact designation with these dimensions: matching the depth series does not guarantee matching flanges, web geometry or connection fit.

Ix = 13,100 in⁴ and Iy = 959 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 W30X261

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 261 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 261 lb/ft5,220 lb2,367.752 kg
3 pieces3 × 5,220 lb15,660 lb7,103.257 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 wide-flange shape?

A W-shape is a hot-rolled, doubly symmetric wide-flange section commonly used for beams and columns. Its relatively wide flanges and web distribute material efficiently for many bending and axial-force applications.

Learn how shape properties work

Common context

Common project roles include floor beams, roof beams, girders, columns, transfer members, and parts of braced or moment frames.

Detailing watch

Confirm orientation, camber, flange and web connection access, unbraced length assumptions, copes, stiffeners, and the exact grade and availability required by the project.

Portable reference files

Download W30X261 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.

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Dimensions & properties

W30X261 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
261 lb/ft
A
Area
77 in²
d
Depth / angle leg dimension d
31.6 in
ddet
Detailing depth
31.625 in
bf
Flange width
15.2 in
bfdet
Detailing flange width
15.125 in
tw
Web thickness
0.93 in
twdet
Detailing web thickness
0.938 in
tf
Flange thickness
1.65 in
tfdet
Detailing flange thickness
1.625 in
kdes
Design k distance
2.44 in
kdet
Detailing k distance
2.938 in
k1
Web-toe k distance
1.688 in

Centroid & detailing

T
Detailing T distance
25.75 in
WGi
Workable gage, inner
5.5 in
WGo
Workable gage, outer
3 in

X-axis properties

Ix
X-axis moment of inertia
13,100 in⁴
Zx
X-axis plastic section modulus
943 in³
Sx
X-axis elastic section modulus
829 in³
rx
X-axis radius of gyration
13.1 in
rts
Effective radius of gyration
4.16 in
ho
Flange centroid distance
30 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
959 in⁴
Zy
Y-axis plastic section modulus
196 in³
Sy
Y-axis elastic section modulus
127 in³
ry
Y-axis radius of gyration
3.53 in

Torsion, warping & perimeters

J
Torsional constant
54.1 in⁴
Cw
Warping constant
215,000 in⁶
PA
Shape perimeter PA
106 in
PB
Shape perimeter PB
121 in
PC
Shape perimeter PC
78.4 in
PD
Shape perimeter PD
93.6 in

Compare published reference values

W30X261 alongside nearby W 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)
W30X261 (this record)26131.67713,100959
W30X23523531.369.311,700855
W30X292292328614,9001,100

Relative to W30X261, W30X235 changes nominal weight by -26 lb/ft, listed depth by -0.3 in, and area by -7.7 in². At the same hypothetical 20 ft length, the nominal weight difference is -520 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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