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W14x605 — Dimensions, Weight & Section Properties

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

W14x605 is an American wide-flange beam 20.9 inches (530.9 mm) deep with a 17.4 in (442 mm) flange, weighing 605 pounds per foot (900.4 kg/m) — that is what the "605" 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.

W14x605: cross-section drawn to scale from the AISC dimensions (d 20.9, bf 17.4, tw 2.6, tf 4.16 in)h 20.9b 17.4tw 2.6 · tf 4.2 in
W14x605: cross-section drawn to scale from the AISC dimensions (d 20.9, bf 17.4, tw 2.6, tf 4.16 in)

Dimensions

Depth d20.9 in (530.9 mm)
Flange width bf17.4 in (442 mm)
Web thickness tw2.6 in (66 mm)
Flange thickness tf4.16 in (105.7 mm)

Weight & Cross-Section

Weight per foot605 lb/ft (900.4 kg/m)
20 ft bar12,100 lb
40 ft bar24,200 lb
Area A178 in² (1,148.4 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix10,800 in⁴ (449,528 cm⁴)
Section modulus Sx1,040 in³ (17,042 cm³)
Radius of gyration rx7.8 in
Moment of inertia Iy3,680 in⁴ (153,173 cm⁴)
Section modulus Sy423 in³ (6,932 cm³)
Radius of gyration ry4.55 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W14x55020.2 × 17.25509,430931−9 %−13 %
W14x605 (this page)20.9 × 17.460510,8001,040——
W14x66521.6 × 17.766512,4001,150+10 %+15 %

Deflection example

A simply supported W14x605 spanning 33 ft with a 10 kip point load at midspan deflects 0.04 in (E = 29,000 ksi, Ix = 10,800 in⁴). The L/360 serviceability limit for this span is 1.1 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W14x605 beam weigh?

W14x605 weighs 605 pounds per foot (900.4 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 12,100 lb and a 40 ft bar 24,200 lb.

What are the dimensions of a W14x605?

W14x605 is 20.9 in (530.9 mm) deep with a 17.4 in (442 mm) wide flange. The web is 2.6 in thick and the flanges are 4.16 in thick. Note the actual depth differs from the nominal W14 label — always design with the actual value.

What are the dimensions of a W14x605 in mm?

W14x605 is 530.9 mm deep with a 442 mm wide flange; the web is 66 mm and the flange 105.7 mm thick. In metric section properties: Ix = 449,528 cm⁴, Sx = 17,042 cm³.

How much does a W14x605 weigh in kg?

900.4 kg per meter. A 6 m bar weighs 5,402 kg and a 12 m bar 10,804 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W14x605?

About the strong axis, Ix = 10,800 in⁴ (449,528 cm⁴) with section modulus Sx = 1,040 in³. About the weak axis, Iy = 3,680 in⁴ and Sy = 423 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W14x605 or W14x665 — what does one size up change?

W14x665 is about 10% heavier (665 vs 605 lb/ft) but about 15% stiffer (Ix 12,400 vs 10,800 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