AISC v16.0 · W shape

W27X307

W27X307 weighs 307 lb/ft, has a depth of 29.6 in, a cross-sectional area of 90.2 in², and an x-axis elastic section modulus Sx of 887 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

W 307 lb/ft · 90.2 in² · EDI W27X307

Nominal profile Units · inches

Building nominal profile…

Weight
307 lb/ft
Area
90.2 in²
Depth
29.6 in
Elastic Sx
887 in³

From designation to geometry

Reading the W27X307 record

The 27 in depth series in W27X307 is a designation. The tabulated depth d is 29.6 in and flange width bf is 14.4 in. The separately listed detailing depth ddet is 29.625 in.

The web thickness tw is 1.16 in and flange thickness tf is 2.09 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 = 1,050 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 W27X307

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 307 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 307 lb/ft6,140 lb2,785.057 kg
3 pieces3 × 6,140 lb18,420 lb8,355.171 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 W27X307 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

W27X307 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
307 lb/ft
A
Area
90.2 in²
d
Depth / angle leg dimension d
29.6 in
ddet
Detailing depth
29.625 in
bf
Flange width
14.4 in
bfdet
Detailing flange width
14.5 in
tw
Web thickness
1.16 in
twdet
Detailing web thickness
1.188 in
tf
Flange thickness
2.09 in
tfdet
Detailing flange thickness
2.063 in
kdes
Design k distance
2.88 in
kdet
Detailing k distance
3.313 in
k1
Web-toe k distance
1.813 in

Centroid & detailing

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

X-axis properties

Ix
X-axis moment of inertia
13,100 in⁴
Zx
X-axis plastic section modulus
1,030 in³
Sx
X-axis elastic section modulus
887 in³
rx
X-axis radius of gyration
12 in
rts
Effective radius of gyration
4.04 in
ho
Flange centroid distance
27.5 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
1,050 in⁴
Zy
Y-axis plastic section modulus
227 in³
Sy
Y-axis elastic section modulus
146 in³
ry
Y-axis radius of gyration
3.41 in

Torsion, warping & perimeters

J
Torsional constant
101 in⁴
Cw
Warping constant
199,000 in⁶
PA
Shape perimeter PA
98.6 in
PB
Shape perimeter PB
113 in
PC
Shape perimeter PC
73.6 in
PD
Shape perimeter PD
88 in

Compare published reference values

W27X307 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)
W27X307 (this record)30729.690.213,1001,050
W27X28128129.383.111,900953
W27X3363363099.214,6001,180

Relative to W27X307, W27X281 changes nominal weight by -26 lb/ft, listed depth by -0.3 in, and area by -7.1 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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