AISC v16.0 · W shape

W14X61

W14X61 weighs 61 lb/ft, has a depth of 13.9 in, a cross-sectional area of 17.9 in², and an x-axis elastic section modulus Sx of 92.1 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

W 61 lb/ft · 17.9 in² · EDI W14X61

Nominal profile Units · inches

Building nominal profile…

Weight
61 lb/ft
Area
17.9 in²
Depth
13.9 in
Elastic Sx
92.1 in³

From designation to geometry

Reading the W14X61 record

The 14 in depth series in W14X61 is a designation. The tabulated depth d is 13.9 in and flange width bf is 10 in. The separately listed detailing depth ddet is 13.875 in.

The web thickness tw is 0.375 in and flange thickness tf is 0.645 in. Keep the exact designation with these dimensions: matching the depth series does not guarantee matching flanges, web geometry or connection fit.

Ix = 640 in⁴ and Iy = 107 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 W14X61

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 61 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 61 lb/ft1,220 lb553.383 kg
3 pieces3 × 1,220 lb3,660 lb1,660.148 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 W14X61 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.

One-click package

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Dimensions & properties

W14X61 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
61 lb/ft
A
Area
17.9 in²
d
Depth / angle leg dimension d
13.9 in
ddet
Detailing depth
13.875 in
bf
Flange width
10 in
bfdet
Detailing flange width
10 in
tw
Web thickness
0.375 in
twdet
Detailing web thickness
0.375 in
tf
Flange thickness
0.645 in
tfdet
Detailing flange thickness
0.625 in
kdes
Design k distance
1.24 in
kdet
Detailing k distance
1.5 in
k1
Web-toe k distance
1 in

Centroid & detailing

T
Detailing T distance
10.875 in
WGi
Workable gage, inner
5.5 in

X-axis properties

Ix
X-axis moment of inertia
640 in⁴
Zx
X-axis plastic section modulus
102 in³
Sx
X-axis elastic section modulus
92.1 in³
rx
X-axis radius of gyration
5.98 in
rts
Effective radius of gyration
2.78 in
ho
Flange centroid distance
13.3 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
107 in⁴
Zy
Y-axis plastic section modulus
32.8 in³
Sy
Y-axis elastic section modulus
21.5 in³
ry
Y-axis radius of gyration
2.45 in

Torsion, warping & perimeters

J
Torsional constant
2.19 in⁴
Cw
Warping constant
4,710 in⁶
PA
Shape perimeter PA
56 in
PB
Shape perimeter PB
66 in
PC
Shape perimeter PC
37.8 in
PD
Shape perimeter PD
47.8 in

Compare published reference values

W14X61 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)
W14X61 (this record)6113.917.9640107
W14X68681420722121
W14X535313.915.654157.7

Relative to W14X61, W14X68 changes nominal weight by +7 lb/ft, listed depth by +0.1 in, and area by +2.1 in². At the same hypothetical 20 ft length, the nominal weight difference is +140 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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