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IPE 330 - Section Properties

The IPE 330 is a European I-beam (IPE) with a mass of 49.1 kg/m, an overall depth of 330 mm and width of 160 mm. It has a cross-sectional area of 62.6 cm², a second moment of area Iᵧ of 11800 cm⁴, a plastic modulus Wₚₗ,ᵧ of 804 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
49.1 kg/m
Depth
330 mm
Width
160 mm
Area
62.6 cm²
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IPE section profile showing the dimension symbols used for IPE 330

Dimension symbols for IPE sections. Not to scale.

IPE 330 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh330
Width of sectionb160
Web thicknesstw7.5
Flange thicknesstf11.5
Root fillet radiusr18
Depth between filletsd271

Mass and area

Mass per metremass49.1
Cross-sectional areaA62.6

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy11800
Elastic section modulus about y-axisWel,y713
Plastic section modulus about y-axisWpl,y804
Radius of gyration about y-axisiy13.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz788
Elastic section modulus about z-axisWel,z99
Plastic section modulus about z-axisWpl,z154
Radius of gyration about z-axisiz3.55

Torsion and warping

Torsion constant (St Venant)It28.1
Warping constantIw0.199

Classification and stability

Flange local-buckling ratiocf/tf5.07
Web local-buckling ratiocw/tw36.1
Buckling parameteru5.666
Torsional indexX26.8

Detailing dimensions

End clearanceC6
Notch dimension NN88
Notch dimension nn30

Surface area

Surface area per metreSA/m1.25

Is IPE 330 strong enough?

Simply supported beam, uniform load, major-axis bending - to EN 1993-1-1.

Passes - 62% utilised, deflection governs
Bending33%
95.1 / 285.4 kNm
Shear9%
58.5 / 631.3 kN
Deflection62%
11.3 / 18.1 mm

Class 1 section. ULS uses γQ = 1.5 on the load you enter; deflection uses the unfactored load against L/360. Lateral-torsional buckling is not included - the compression flange is assumed restrained.

Common questions about IPE 330

IPE 330 has a mass of 49.1 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 589 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 330 has a depth of 330 mm, a width of 160 mm, a web thickness of 7.5 mm, a flange thickness of 11.5 mm, with a cross-sectional area of 62.6 cm². These are the nominal dimensions from EN 10365; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 804 cm³, and the elastic modulus Wel,y is 713 cm³. Wpl,y is what sets the moment capacity of a Class 1 or 2 section: M_pl,Rd = Wpl,y x f_y / gamma_M0, so at S355 with gamma_M0 = 1.0 this section reaches about 285 kNm before any stability check.

The second moment of area about the major axis, Iy, is 11,800 cm⁴, and about the minor axis Iz is 788 cm⁴. Iy is the value deflection depends on - for a simply supported beam under a uniform load, the midspan deflection is 5wL⁴/384EIy - so on spans where a deflection limit governs rather than strength, this is the number that decides the section.

Its local-buckling ratios are cf/tf = 5.07 for the flange and cw/tw = 36.1 for the web. EN 1993-1-1 Table 5.2 compares these against limits scaled by epsilon = sqrt(235/f_y), so the class depends on the steel grade as well as the geometry - the same section can be Class 1 in S275 and Class 3 in S355. Use the Capacity tab on this page for the classification at a specific grade.

iy is 13.7 cm about the major axis and iz is 3.55 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.55 cm a 0.4 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.

The St Venant torsion constant It is 28.1 cm⁴, and the warping constant Iw is 0.199 dm⁶. Open sections carry torsion mainly by warping rather than uniform torsion, which is why Iw appears in the lateral-torsional buckling resistance - both values feed M_b,Rd.

Related IPE sizes

IPE A 300IPE 300IPE O 300IPE A 330IPE O 330IPE A 360IPE 360IPE O 360

Learn more

📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)📘 IPE vs HE (HEA/HEB): choosing a European steel beam
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