AISC v16.0 · W shape

W40X655

W40X655 weighs 655 lb/ft, has a depth of 43.6 in, a cross-sectional area of 193 in², and an x-axis elastic section modulus Sx of 2,590 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

W 655 lb/ft · 193 in² · EDI W40X655

Nominal profile Units · inches

Building nominal profile…

Weight
655 lb/ft
Area
193 in²
Depth
43.6 in
Elastic Sx
2,590 in³

From designation to geometry

Reading the W40X655 record

The 40 in depth series in W40X655 is a designation. The tabulated depth d is 43.6 in and flange width bf is 16.9 in. The separately listed detailing depth ddet is 43.625 in.

The web thickness tw is 1.97 in and flange thickness tf is 3.54 in. Keep the exact designation with these dimensions: matching the depth series does not guarantee matching flanges, web geometry or connection fit.

Ix = 56,500 in⁴ and Iy = 2,870 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 W40X655

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 655 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 655 lb/ft13,100 lb5,942.06 kg
3 pieces3 × 13,100 lb39,300 lb17,826.18 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 W40X655 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

W40X655 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
655 lb/ft
A
Area
193 in²
d
Depth / angle leg dimension d
43.6 in
ddet
Detailing depth
43.625 in
bf
Flange width
16.9 in
bfdet
Detailing flange width
16.875 in
tw
Web thickness
1.97 in
twdet
Detailing web thickness
2 in
tf
Flange thickness
3.54 in
tfdet
Detailing flange thickness
3.563 in
kdes
Design k distance
4.72 in
kdet
Detailing k distance
4.813 in
k1
Web-toe k distance
2.188 in

Centroid & detailing

T
Detailing T distance
34 in
WGi
Workable gage, inner
7.5 in
WGo
Workable gage, outer
3 in

X-axis properties

Ix
X-axis moment of inertia
56,500 in⁴
Zx
X-axis plastic section modulus
3,080 in³
Sx
X-axis elastic section modulus
2,590 in³
rx
X-axis radius of gyration
17.1 in
rts
Effective radius of gyration
4.71 in
ho
Flange centroid distance
40.1 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
2,870 in⁴
Zy
Y-axis plastic section modulus
542 in³
Sy
Y-axis elastic section modulus
340 in³
ry
Y-axis radius of gyration
3.86 in

Torsion, warping & perimeters

J
Torsional constant
589 in⁴
Cw
Warping constant
1,150,000 in⁶
PA
Shape perimeter PA
132 in
PB
Shape perimeter PB
149 in
PC
Shape perimeter PC
104 in
PD
Shape perimeter PD
121 in

Compare published reference values

W40X655 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)
W40X655 (this record)65543.619356,5002,870
W40X5935934317450,4002,520
W40X50350342.114841,6002,040

Relative to W40X655, W40X593 changes nominal weight by -62 lb/ft, listed depth by -0.6 in, and area by -19 in². At the same hypothetical 20 ft length, the nominal weight difference is -1,240 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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