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HE 700 x 418 - Section Properties

The HE 700 x 418 is a European wide-flange beam (HE) with a mass of 418 kg/m, an overall depth of 744 mm and width of 313 mm. It has a cross-sectional area of 532 cm², a second moment of area Iᵧ of 472000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 14800 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
418 kg/m
Depth
744 mm
Width
313 mm
Area
532 cm²
Ask about capacity, buckling or detailing for HE 700 x 418.
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HE section profile showing the dimension symbols used for HE 700 x 418

Dimension symbols for HE sections. Not to scale.

HE 700 x 418 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh744
Width of sectionb313
Web thicknesstw29.5
Flange thicknesstf54
Root fillet radiusr27
Depth between filletsd582

Mass and area

Mass per metremass418
Cross-sectional areaA532

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy472000
Elastic section modulus about y-axisWel,y12700
Plastic section modulus about y-axisWpl,y14800
Radius of gyration about y-axisiy29.8

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz27800
Elastic section modulus about z-axisWel,z1770
Plastic section modulus about z-axisWpl,z2800
Radius of gyration about z-axisiz7.22

Torsion and warping

Torsion constant (St Venant)It3960
Warping constantIw32.8

Classification and stability

Flange local-buckling ratiocf/tf2.13
Web local-buckling ratiocw/tw19.7
Buckling parameteru8.1
Torsional indexX14.3

Detailing dimensions

End clearanceC17
Notch dimension NN152
Notch dimension nn82

Surface area

Surface area per metreSA/m2.63

Is HE 700 x 418 strong enough?

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

Passes - 60% utilised, deflection governs
Bending38%
1971.0 / 5254.0 kNm
Shear13%
657.0 / 4899.6 kN
Deflection60%
19.9 / 33.3 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 HE 700 x 418

HE 700 x 418 has a mass of 418 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 5016 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 700 x 418 has a depth of 744 mm, a width of 313 mm, a web thickness of 29.5 mm, a flange thickness of 54 mm, with a cross-sectional area of 532 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 14,800 cm³, and the elastic modulus Wel,y is 12,700 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 5254 kNm before any stability check.

The second moment of area about the major axis, Iy, is 472,000 cm⁴, and about the minor axis Iz is 27,800 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 = 2.13 for the flange and cw/tw = 19.7 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 29.8 cm about the major axis and iz is 7.22 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.22 cm a 0.7 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 3,960 cm⁴, and the warping constant Iw is 32.8 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 HE sizes

HE 700 AHE 700 BHE 700 MHE 700 x 352HE 800 AAHE 800 AHE 800 BHE 800 M

Compare with other sections

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

vs W 27X281

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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