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IPE A 330 - Section Properties

The IPE A 330 is a European I-beam (IPE) with a mass of 43 kg/m, an overall depth of 327 mm and width of 160 mm. It has a cross-sectional area of 54.7 cm², a second moment of area Iᵧ of 10200 cm⁴, a plastic modulus Wₚₗ,ᵧ of 702 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
43 kg/m
Depth
327 mm
Width
160 mm
Area
54.7 cm²
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IPE section profile showing the dimension symbols used for IPE A 330

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh327
Width of sectionb160
Web thicknesstw6.5
Flange thicknesstf10
Root fillet radiusr18
Depth between filletsd271

Mass and area

Mass per metremass43
Cross-sectional areaA54.7

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy10200
Elastic section modulus about y-axisWel,y626
Plastic section modulus about y-axisWpl,y702
Radius of gyration about y-axisiy13.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz685
Elastic section modulus about z-axisWel,z86
Plastic section modulus about z-axisWpl,z133
Radius of gyration about z-axisiz3.54

Torsion and warping

Torsion constant (St Venant)It19.6
Warping constantIw0.172

Classification and stability

Flange local-buckling ratiocf/tf5.88
Web local-buckling ratiocw/tw41.7
Buckling parameteru5.664
Torsional indexX29.9

Detailing dimensions

End clearanceC5
Notch dimension NN88
Notch dimension nn28

Surface area

Surface area per metreSA/m1.25

Is IPE A 330 strong enough?

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

Passes - 60% utilised, deflection governs
Bending32%
79.2 / 249.2 kNm
Shear9%
48.8 / 552.4 kN
Deflection60%
10.9 / 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 A 330

IPE A 330 has a mass of 43 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 516 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 330 has a depth of 327 mm, a width of 160 mm, a web thickness of 6.5 mm, a flange thickness of 10 mm, with a cross-sectional area of 54.7 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 702 cm³, and the elastic modulus Wel,y is 626 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 249 kNm before any stability check.

The second moment of area about the major axis, Iy, is 10,200 cm⁴, and about the minor axis Iz is 685 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 = 5.88 for the flange and cw/tw = 41.7 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 3.54 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.54 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 19.6 cm⁴, and the warping constant Iw is 0.172 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 O 270IPE A 300IPE 300IPE O 300IPE 330IPE O 330IPE A 360IPE 360

Compare with other sections

Side-by-side properties against the closest equivalent in each catalogue.

vs UB 305×127×48vs W 12X30

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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