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W8x58 — Dimensions, Weight & Section Properties

American wide-flange (W) beam per ASTM A6 / AISC Steel Construction Manual

W8x58 is an American wide-flange beam 8.75 inches (222.3 mm) deep with a 8.22 in (208.8 mm) flange, weighing 58 pounds per foot (86.3 kg/m) — that is what the "58" in the designation means. All values below are the standard AISC published section properties used in US structural design, with metric equivalents alongside.

Typical uses: floor and roof framing, columns, headers, and general steel construction. For a quick stiffness check, see the deflection example below or open the beam calculator with your own span and load.

W8x58: cross-section drawn to scale from the AISC dimensions (d 8.75, bf 8.22, tw 0.51, tf 0.81 in)h 8.8b 8.2tw 0.5 · tf 0.8 in
W8x58: cross-section drawn to scale from the AISC dimensions (d 8.75, bf 8.22, tw 0.51, tf 0.81 in)

Dimensions

Depth d8.75 in (222.3 mm)
Flange width bf8.22 in (208.8 mm)
Web thickness tw0.51 in (13 mm)
Flange thickness tf0.81 in (20.6 mm)

Weight & Cross-Section

Weight per foot58 lb/ft (86.3 kg/m)
20 ft bar1,160 lb
40 ft bar2,320 lb
Area A17.1 in² (110.3 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix228 in⁴ (9,490 cm⁴)
Section modulus Sx52 in³ (852 cm³)
Radius of gyration rx3.65 in
Moment of inertia Iy75.1 in⁴ (3,126 cm⁴)
Section modulus Sy18.3 in³ (300 cm³)
Radius of gyration ry2.1 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W8x488.5 × 8.114818443.2−17 %−19 %
W8x58 (this page)8.75 × 8.225822852——
W8x679 × 8.286727260.4+16 %+19 %

Deflection example

A simply supported W8x58 spanning 14 ft with a 10 kip point load at midspan deflects 0.15 in (E = 29,000 ksi, Ix = 228 in⁴). The L/360 serviceability limit for this span is 0.47 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W8x58 beam weigh?

W8x58 weighs 58 pounds per foot (86.3 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 1,160 lb and a 40 ft bar 2,320 lb.

What are the dimensions of a W8x58?

W8x58 is 8.75 in (222.3 mm) deep with a 8.22 in (208.8 mm) wide flange. The web is 0.51 in thick and the flanges are 0.81 in thick. Note the actual depth differs from the nominal W8 label — always design with the actual value.

What are the dimensions of a W8x58 in mm?

W8x58 is 222.3 mm deep with a 208.8 mm wide flange; the web is 13 mm and the flange 20.6 mm thick. In metric section properties: Ix = 9,490 cm⁴, Sx = 852 cm³.

How much does a W8x58 weigh in kg?

86.3 kg per meter. A 6 m bar weighs 518 kg and a 12 m bar 1,036 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W8x58?

About the strong axis, Ix = 228 in⁴ (9,490 cm⁴) with section modulus Sx = 52 in³. About the weak axis, Iy = 75.1 in⁴ and Sy = 18.3 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W8x58 or W8x67 — what does one size up change?

W8x67 is about 16% heavier (67 vs 58 lb/ft) but about 19% stiffer (Ix 272 vs 228 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