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IPE A 450 - Section Properties

The IPE A 450 is a European I-beam (IPE) with a mass of 67.2 kg/m, an overall depth of 447 mm and width of 190 mm. It has a cross-sectional area of 85.6 cm², a second moment of area Iᵧ of 29800 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1490 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
67.2 kg/m
Depth
447 mm
Width
190 mm
Area
85.6 cm²
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IPE section profile showing the dimension symbols used for IPE A 450

Dimension symbols for IPE sections. Not to scale.

IPE A 450 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh447
Width of sectionb190
Web thicknesstw7.6
Flange thicknesstf13.1
Root fillet radiusr21
Depth between filletsd378.8

Mass and area

Mass per metremass67.2
Cross-sectional areaA85.6

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy29800
Elastic section modulus about y-axisWel,y1330
Plastic section modulus about y-axisWpl,y1490
Radius of gyration about y-axisiy18.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1500
Elastic section modulus about z-axisWel,z158
Plastic section modulus about z-axisWpl,z246
Radius of gyration about z-axisiz4.19

Torsion and warping

Torsion constant (St Venant)It47.1
Warping constantIw0.705

Classification and stability

Flange local-buckling ratiocf/tf5.36
Web local-buckling ratiocw/tw49.8
Buckling parameteru6.181
Torsional indexX33

Detailing dimensions

End clearanceC6
Notch dimension NN102
Notch dimension nn36

Surface area

Surface area per metreSA/m1.6

Is IPE A 450 strong enough?

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

Passes - 60% utilised, deflection governs
Bending32%
167.1 / 529.0 kNm
Shear9%
74.3 / 867.3 kN
Deflection60%
15.0 / 25.0 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 450

IPE A 450 has a mass of 67.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 806 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 450 has a depth of 447 mm, a width of 190 mm, a web thickness of 7.6 mm, a flange thickness of 13.1 mm, with a cross-sectional area of 85.6 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 1,490 cm³, and the elastic modulus Wel,y is 1,330 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 529 kNm before any stability check.

The second moment of area about the major axis, Iy, is 29,800 cm⁴, and about the minor axis Iz is 1,500 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 = 5.36 for the flange and cw/tw = 49.8 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 18.7 cm about the major axis and iz is 4.19 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.19 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 47.1 cm⁴, and the warping constant Iw is 0.705 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 400IPE 400IPE O 400IPE V 400IPE 450IPE O 450IPE V 450IPE A 500

Compare with other sections

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

vs UB 457×191×67vs UB 457×152×67vs W 18X46

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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