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IPE V 450 - Section Properties

The IPE V 450 is a European I-beam (IPE) with a mass of 107 kg/m, an overall depth of 460 mm and width of 194 mm. It has a cross-sectional area of 132 cm², a second moment of area Iᵧ of 46200 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2300 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
107 kg/m
Depth
460 mm
Width
194 mm
Area
132 cm²
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IPE section profile showing the dimension symbols used for IPE V 450

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh460
Width of sectionb194
Web thicknesstw12.4
Flange thicknesstf19.6
Root fillet radiusr21
Depth between filletsd378.8

Mass and area

Mass per metremass107
Cross-sectional areaA132

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy46200
Elastic section modulus about y-axisWel,y2010
Plastic section modulus about y-axisWpl,y2300
Radius of gyration about y-axisiy18.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2400
Elastic section modulus about z-axisWel,z247
Plastic section modulus about z-axisWpl,z389
Radius of gyration about z-axisiz4.26

Torsion and warping

Torsion constant (St Venant)It149
Warping constantIw1.16

Classification and stability

Flange local-buckling ratiocf/tf3.56
Web local-buckling ratiocw/tw30.5
Buckling parameteru6.218
Torsional indexX23.5

Detailing dimensions

End clearanceC8
Notch dimension NN102
Notch dimension nn42

Surface area

Surface area per metreSA/m1.64

Is IPE V 450 strong enough?

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

Passes - 60% utilised, deflection governs
Bending32%
258.2 / 816.5 kNm
Shear8%
114.8 / 1365.3 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 V 450

IPE V 450 has a mass of 107 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1284 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE V 450 has a depth of 460 mm, a width of 194 mm, a web thickness of 12.4 mm, a flange thickness of 19.6 mm, with a cross-sectional area of 132 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 2,300 cm³, and the elastic modulus Wel,y is 2,010 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 817 kNm before any stability check.

The second moment of area about the major axis, Iy, is 46,200 cm⁴, and about the minor axis Iz is 2,400 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 = 3.56 for the flange and cw/tw = 30.5 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 4.26 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.26 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 149 cm⁴, and the warping constant Iw is 1.16 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 V 400IPE A 450IPE 450IPE O 450IPE A 500IPE 500IPE O 500IPE V 500

Compare with other sections

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

vs UB 457×191×106vs UB 457×191×98vs W 18X71

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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