AISC v16.0 · W shape

W12X190

W12X190 weighs 190 lb/ft, has a depth of 14.4 in, a cross-sectional area of 56 in², and an x-axis elastic section modulus Sx of 263 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

W 190 lb/ft · 56 in² · EDI W12X190

Nominal profile Units · inches

Building nominal profile…

Weight
190 lb/ft
Area
56 in²
Depth
14.4 in
Elastic Sx
263 in³

From designation to geometry

Reading the W12X190 record

The 12 in depth series in W12X190 is a designation. The tabulated depth d is 14.4 in and flange width bf is 12.7 in. The separately listed detailing depth ddet is 14.375 in.

The web thickness tw is 1.06 in and flange thickness tf is 1.74 in. Keep the exact designation with these dimensions: matching the depth series does not guarantee matching flanges, web geometry or connection fit.

Ix = 1,890 in⁴ and Iy = 589 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 W12X190

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 190 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 190 lb/ft3,800 lb1,723.651 kg
3 pieces3 × 3,800 lb11,400 lb5,170.953 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 W12X190 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

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

W12X190 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
190 lb/ft
A
Area
56 in²
d
Depth / angle leg dimension d
14.4 in
ddet
Detailing depth
14.375 in
bf
Flange width
12.7 in
bfdet
Detailing flange width
12.625 in
tw
Web thickness
1.06 in
twdet
Detailing web thickness
1.063 in
tf
Flange thickness
1.74 in
tfdet
Detailing flange thickness
1.75 in
kdes
Design k distance
2.33 in
kdet
Detailing k distance
2.625 in
k1
Web-toe k distance
1.375 in

Centroid & detailing

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

X-axis properties

Ix
X-axis moment of inertia
1,890 in⁴
Zx
X-axis plastic section modulus
311 in³
Sx
X-axis elastic section modulus
263 in³
rx
X-axis radius of gyration
5.82 in
rts
Effective radius of gyration
3.77 in
ho
Flange centroid distance
12.7 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
589 in⁴
Zy
Y-axis plastic section modulus
143 in³
Sy
Y-axis elastic section modulus
93 in³
ry
Y-axis radius of gyration
3.25 in

Torsion, warping & perimeters

J
Torsional constant
48.8 in⁴
Cw
Warping constant
23,600 in⁶
PA
Shape perimeter PA
63.8 in
PB
Shape perimeter PB
76.5 in
PC
Shape perimeter PC
41.5 in
PD
Shape perimeter PD
54.2 in

Compare published reference values

W12X190 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)
W12X190 (this record)19014.4561,890589
W12X21021014.761.82,140664
W12X17017014501,650517

Relative to W12X190, W12X210 changes nominal weight by +20 lb/ft, listed depth by +0.3 in, and area by +5.8 in². At the same hypothetical 20 ft length, the nominal weight difference is +400 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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