CivilAxisCivilAxis
☕ Support🌐 Community

IPE O 270 - Section Properties

The IPE O 270 is a European I-beam (IPE) with a mass of 42.3 kg/m, an overall depth of 274 mm and width of 136 mm. It has a cross-sectional area of 53.8 cm², a second moment of area Iᵧ of 6950 cm⁴, a plastic modulus Wₚₗ,ᵧ of 575 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
42.3 kg/m
Depth
274 mm
Width
136 mm
Area
53.8 cm²
Ask about capacity, buckling or detailing for IPE O 270.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
IPE section profile showing the dimension symbols used for IPE O 270

Dimension symbols for IPE sections. Not to scale.

IPE O 270 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh274
Width of sectionb136
Web thicknesstw7.5
Flange thicknesstf12.2
Root fillet radiusr15
Depth between filletsd219.6

Mass and area

Mass per metremass42.3
Cross-sectional areaA53.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy6950
Elastic section modulus about y-axisWel,y507
Plastic section modulus about y-axisWpl,y575
Radius of gyration about y-axisiy11.4

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz514
Elastic section modulus about z-axisWel,z76
Plastic section modulus about z-axisWpl,z118
Radius of gyration about z-axisiz3.09

Torsion and warping

Torsion constant (St Venant)It25
Warping constantIw0.0876

Classification and stability

Flange local-buckling ratiocf/tf4.04
Web local-buckling ratiocw/tw29.3
Buckling parameteru5.289
Torsional indexX21.7

Detailing dimensions

End clearanceC6
Notch dimension NN76
Notch dimension nn28

Surface area

Surface area per metreSA/m1.05

Is IPE O 270 strong enough?

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

Passes - 59% utilised, deflection governs
Bending31%
62.4 / 204.1 kNm
Shear9%
45.4 / 516.3 kN
Deflection59%
9.0 / 15.3 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 270

IPE O 270 has a mass of 42.3 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 508 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE O 270 has a depth of 274 mm, a width of 136 mm, a web thickness of 7.5 mm, a flange thickness of 12.2 mm, with a cross-sectional area of 53.8 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 575 cm³, and the elastic modulus Wel,y is 507 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 204 kNm before any stability check.

The second moment of area about the major axis, Iy, is 6,950 cm⁴, and about the minor axis Iz is 514 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 = 4.04 for the flange and cw/tw = 29.3 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 11.4 cm about the major axis and iz is 3.09 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.09 cm a 0.3 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 25 cm⁴, and the warping constant Iw is 0.0876 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 240IPE O 240IPE A 270IPE 270IPE A 300IPE 300IPE O 300IPE A 330

Compare with other sections

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

vs UB 254×146×43vs W 10X30

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
All IPE sizes
European I-Beams (IPE)
Full steel section tables
Every UB, UC, hollow, channel & angle section
Open the interactive tool
Search, compare & run EC3 capacity checks
Rate this
No ratings yet
Sign in to join the discussion.
Loading…