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IPE O 330 - Section Properties

The IPE O 330 is a European I-beam (IPE) with a mass of 57 kg/m, an overall depth of 334 mm and width of 162 mm. It has a cross-sectional area of 72.6 cm², a second moment of area Iᵧ of 13900 cm⁴, a plastic modulus Wₚₗ,ᵧ of 943 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
57 kg/m
Depth
334 mm
Width
162 mm
Area
72.6 cm²
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IPE section profile showing the dimension symbols used for IPE O 330

Dimension symbols for IPE sections. Not to scale.

IPE O 330 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh334
Width of sectionb162
Web thicknesstw8.5
Flange thicknesstf13.5
Root fillet radiusr18
Depth between filletsd271

Mass and area

Mass per metremass57
Cross-sectional areaA72.6

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy13900
Elastic section modulus about y-axisWel,y833
Plastic section modulus about y-axisWpl,y943
Radius of gyration about y-axisiy13.8

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz960
Elastic section modulus about z-axisWel,z119
Plastic section modulus about z-axisWpl,z185
Radius of gyration about z-axisiz3.64

Torsion and warping

Torsion constant (St Venant)It42.2
Warping constantIw0.246

Classification and stability

Flange local-buckling ratiocf/tf4.35
Web local-buckling ratiocw/tw31.9
Buckling parameteru5.738
Torsional indexX23.7

Detailing dimensions

End clearanceC6
Notch dimension NN88
Notch dimension nn32

Surface area

Surface area per metreSA/m1.27

Is IPE O 330 strong enough?

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

Passes - 62% utilised, deflection governs
Bending33%
110.9 / 334.8 kNm
Shear10%
68.3 / 714.6 kN
Deflection62%
11.1 / 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 O 330

IPE O 330 has a mass of 57 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 684 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE O 330 has a depth of 334 mm, a width of 162 mm, a web thickness of 8.5 mm, a flange thickness of 13.5 mm, with a cross-sectional area of 72.6 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 943 cm³, and the elastic modulus Wel,y is 833 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 335 kNm before any stability check.

The second moment of area about the major axis, Iy, is 13,900 cm⁴, and about the minor axis Iz is 960 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 = 4.35 for the flange and cw/tw = 31.9 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 13.8 cm about the major axis and iz is 3.64 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.64 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 42.2 cm⁴, and the warping constant Iw is 0.246 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 300IPE O 300IPE A 330IPE 330IPE A 360IPE 360IPE O 360IPE A 400

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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