AISC v16.0 · C shape

C9X13.4

C9X13.4 weighs 13.4 lb/ft, has a depth of 9 in, a cross-sectional area of 3.94 in², and an x-axis elastic section modulus Sx of 10.6 in³. Open the full US customary property record or generate 2D, data, report, and 3D reference files locally in your browser.

C 13.4 lb/ft · 3.94 in² · EDI C9X13.4

Nominal profile Units · inches

Building nominal profile…

Weight
13.4 lb/ft
Area
3.94 in²
Depth
9 in
Elastic Sx
10.6 in³

From designation to geometry

Reading the C9X13.4 record

The 9 in depth series in C9X13.4 is a designation. The tabulated depth d is 9 in and flange width bf is 2.43 in. The separately listed detailing depth ddet is 9 in.

The web thickness tw is 0.233 in and flange thickness tf is 0.413 in. This open channel also has centroid x = 0.601 in and shear-center offset eo = 0.742 in; preserve the toe direction and source axis convention when using those values.

Ix = 47.8 in⁴ and Iy = 1.75 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 C9X13.4

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 13.4 lb/ft weight
QuantityCalculationNominal poundsKilogram equivalent
One 20 ft piece20 ft × 13.4 lb/ft268 lb121.563 kg
3 pieces3 × 268 lb804 lb364.688 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 American Standard channel?

A C-shape is a hot-rolled channel with one web and two flanges on the same side. Its singly symmetric, open geometry makes orientation, eccentricity, and torsion important considerations.

Learn how shape properties work

Common context

Common project roles include stair framing, edge members, lintels, equipment supports, girts, headers, and built-up or back-to-back framing.

Detailing watch

Check toe direction, gage and bolt access, flange slope where applicable, connection eccentricity, web orientation, and whether paired channels require separation or intermediate connectors.

Portable reference files

Download C9X13.4 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

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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

C9X13.4 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
13.4 lb/ft
A
Area
3.94 in²
d
Depth / angle leg dimension d
9 in
ddet
Detailing depth
9 in
bf
Flange width
2.43 in
bfdet
Detailing flange width
2.375 in
tw
Web thickness
0.233 in
twdet
Detailing web thickness
0.25 in
tf
Flange thickness
0.413 in
tfdet
Detailing flange thickness
0.438 in
kdes
Design k distance
1 in
kdet
Detailing k distance
1 in

Centroid & detailing

x
Centroid x
0.601 in
eo
Shear-center offset
0.742 in
xp
Plastic neutral axis x
0.219 in
T
Detailing T distance
7 in
WGi
Workable gage, inner
1.375 in

X-axis properties

Ix
X-axis moment of inertia
47.8 in⁴
Zx
X-axis plastic section modulus
12.6 in³
Sx
X-axis elastic section modulus
10.6 in³
rx
X-axis radius of gyration
3.48 in
rts
Effective radius of gyration
0.814 in
ho
Flange centroid distance
8.59 in

Y- and z-axis properties

Iy
Y-axis moment of inertia
1.75 in⁴
Zy
Y-axis plastic section modulus
1.94 in³
Sy
Y-axis elastic section modulus
0.954 in³
ry
Y-axis radius of gyration
0.666 in

Torsion, warping & perimeters

J
Torsional constant
0.168 in⁴
Cw
Warping constant
28.2 in⁶
PA
Shape perimeter PA
24.3 in
PB
Shape perimeter PB
26.7 in
PC
Shape perimeter PC
20.4 in
PD
Shape perimeter PD
22.9 in

Compare published reference values

C9X13.4 alongside nearby C 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)
C9X13.4 (this record)13.493.9447.81.75
C9X151594.4511.91
C9X202095.8760.92.41

Relative to C9X13.4, C9X15 changes nominal weight by +1.6 lb/ft, listed depth by 0 in, and area by +0.46 in². At the same hypothetical 20 ft length, the nominal weight difference is +32 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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