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C3x4.1 — Dimensions, Weight & Section Properties

American Standard (C) channel per ASTM A6 / AISC Steel Construction Manual

C3x4.1 is an American Standard steel channel 3 inches (76.2 mm) deep with a 1.41 in (35.8 mm) flange, weighing 4.1 pounds per foot (6.1 kg/m) — that is what the "4.1" in the designation means. All values below are the standard AISC published section properties used in US structural design, with metric equivalents alongside. Channel flanges are tapered, so the flange thickness listed is the AISC average value.

Typical uses: stair stringers, trailer and equipment frames, rails, lintels, and bracing — anywhere a flat back against a wall or web is handy. For a quick stiffness check, see the deflection example below or open the beam calculator with your own span and load.

C3x4.1: cross-section drawn to scale from the AISC dimensions (d 3, bf 1.41, tw 0.17, tf 0.273 in)h 3b 1.4tw 0.2 · tf 0.3 in
C3x4.1: cross-section drawn to scale from the AISC dimensions (d 3, bf 1.41, tw 0.17, tf 0.273 in)

Dimensions

Depth d3 in (76.2 mm)
Flange width bf1.41 in (35.8 mm)
Web thickness tw0.17 in (4.3 mm)
Avg. flange thickness tf0.273 in (6.9 mm)

Weight & Cross-Section

Weight per foot4.1 lb/ft (6.1 kg/m)
20 ft bar82 lb
40 ft bar164 lb
Area A1.2 in² (7.7 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix1.65 in⁴ (69 cm⁴)
Section modulus Sx1.1 in³ (18 cm³)
Radius of gyration rx1.17 in
Moment of inertia Iy0.19 in⁴ (8 cm⁴)
Section modulus Sy0.2 in³ (3 cm³)
Radius of gyration ry0.4 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
C3x4.1 (this page)3 × 1.414.11.651.1——
C3x53 × 1.551.851.23+22 %+12 %

Deflection example

A simply supported C3x4.1 spanning 5 ft with a 10 kip point load at midspan deflects 0.94 in (E = 29,000 ksi, Ix = 1.65 in⁴). The L/360 serviceability limit for this span is 0.17 in — the shape does NOT pass this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a C3x4.1 channel weigh?

C3x4.1 weighs 4.1 pounds per foot (6.1 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 82 lb and a 40 ft bar 164 lb.

What are the dimensions of a C3x4.1?

C3x4.1 is exactly 3 in (76.2 mm) deep with a 1.41 in (35.8 mm) wide flange. The web is 0.17 in thick; the tapered flanges average 0.27 in. Unlike W-shapes, C-channel depths are exact — a C10 is always 10.00 in deep.

What are the dimensions of a C3x4.1 in mm?

C3x4.1 is 76.2 mm deep with a 35.8 mm wide flange; the web is 4.3 mm and the flange 6.9 mm thick. In metric section properties: Ix = 69 cm⁴, Sx = 18 cm³.

How much does a C3x4.1 weigh in kg?

6.1 kg per meter. A 6 m bar weighs 37 kg and a 12 m bar 73 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a C3x4.1?

About the strong axis, Ix = 1.65 in⁴ (69 cm⁴) with section modulus Sx = 1.1 in³. About the weak axis, Iy = 0.19 in⁴ and Sy = 0.2 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

C3x4.1 or C3x5 — what does one size up change?

C3x5 is about 22% heavier (5 vs 4.1 lb/ft) but about 12% stiffer (Ix 1.85 vs 1.65 in⁴). Going one step up within the same depth group is usually the cheapest way to cut deflection.

Values are entered from the governing standard’s published tables and cross-checked programmatically against its mass and section formulas before publication. Spotted an error? Write to advertising@metalabout.net — verified corrections ship within days. About