AISC v16.0 · W shape

W36X350

W36X350 weighs 350 lb/ft, has a depth of 38.6 in, a cross-sectional area of 103 in², and an x-axis elastic section modulus Sx of 1,220 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

W 350 lb/ft · 103 in² · EDI W36X350

Nominal profile Units · inches

Building nominal profile…

Weight
350 lb/ft
Area
103 in²
Depth
38.6 in
Elastic Sx
1,220 in³

From designation to geometry

Reading the W36X350 record

The 36 in depth series in W36X350 is a designation. The tabulated depth d is 38.6 in and flange width bf is 12.6 in. The separately listed detailing depth ddet is 38.625 in.

The web thickness tw is 1.3 in and flange thickness tf is 2.32 in. Keep the exact designation with these dimensions: matching the depth series does not guarantee matching flanges, web geometry or connection fit.

Ix = 23,600 in⁴ and Iy = 780 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 W36X350

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 350 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 350 lb/ft7,000 lb3,175.147 kg
3 pieces3 × 7,000 lb21,000 lb9,525.44 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 W36X350 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

W36X350 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
350 lb/ft
A
Area
103 in²
d
Depth / angle leg dimension d
38.6 in
ddet
Detailing depth
38.625 in
bf
Flange width
12.6 in
bfdet
Detailing flange width
12.625 in
tw
Web thickness
1.3 in
twdet
Detailing web thickness
1.313 in
tf
Flange thickness
2.32 in
tfdet
Detailing flange thickness
2.313 in
kdes
Design k distance
3.07 in
kdet
Detailing k distance
3.563 in
k1
Web-toe k distance
1.875 in

Centroid & detailing

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

X-axis properties

Ix
X-axis moment of inertia
23,600 in⁴
Zx
X-axis plastic section modulus
1,440 in³
Sx
X-axis elastic section modulus
1,220 in³
rx
X-axis radius of gyration
15.1 in
rts
Effective radius of gyration
3.41 in
ho
Flange centroid distance
36.3 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
780 in⁴
Zy
Y-axis plastic section modulus
199 in³
Sy
Y-axis elastic section modulus
124 in³
ry
Y-axis radius of gyration
2.75 in

Torsion, warping & perimeters

J
Torsional constant
129 in⁴
Cw
Warping constant
257,000 in⁶
PA
Shape perimeter PA
111 in
PB
Shape perimeter PB
124 in
PC
Shape perimeter PC
89.8 in
PD
Shape perimeter PD
102 in

Compare published reference values

W36X350 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)
W36X350 (this record)35038.610323,600780
W36X3613613810625,7001,570
W36X33033037.796.923,3001,420

Relative to W36X350, W36X361 changes nominal weight by +11 lb/ft, listed depth by -0.6 in, and area by +3 in². At the same hypothetical 20 ft length, the nominal weight difference is +220 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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