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HE 700 B - Section Properties

The HE 700 B is a European wide-flange beam (HE) with a mass of 241 kg/m, an overall depth of 700 mm and width of 300 mm. It has a cross-sectional area of 306 cm², a second moment of area Iᵧ of 257000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 8330 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
241 kg/m
Depth
700 mm
Width
300 mm
Area
306 cm²
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HE section profile showing the dimension symbols used for HE 700 B

Dimension symbols for HE sections. Not to scale.

HE 700 B section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh700
Width of sectionb300
Web thicknesstw17
Flange thicknesstf32
Root fillet radiusr27
Depth between filletsd582

Mass and area

Mass per metremass241
Cross-sectional areaA306

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy257000
Elastic section modulus about y-axisWel,y7340
Plastic section modulus about y-axisWpl,y8330
Radius of gyration about y-axisiy29

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz14400
Elastic section modulus about z-axisWel,z963
Plastic section modulus about z-axisWpl,z1500
Radius of gyration about z-axisiz6.87

Torsion and warping

Torsion constant (St Venant)It839
Warping constantIw16.1

Classification and stability

Flange local-buckling ratiocf/tf3.58
Web local-buckling ratiocw/tw34.2
Buckling parameteru7.912
Torsional indexX22.8

Detailing dimensions

End clearanceC11
Notch dimension NN152
Notch dimension nn60

Surface area

Surface area per metreSA/m2.52

Is HE 700 B strong enough?

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

Passes - 60% utilised, deflection governs
Bending37%
1080.0 / 2957.2 kNm
Shear13%
360.0 / 2802.2 kN
Deflection60%
20.0 / 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 B

HE 700 B has a mass of 241 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2892 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 700 B has a depth of 700 mm, a width of 300 mm, a web thickness of 17 mm, a flange thickness of 32 mm, with a cross-sectional area of 306 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 8,330 cm³, and the elastic modulus Wel,y is 7,340 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 2957 kNm before any stability check.

The second moment of area about the major axis, Iy, is 257,000 cm⁴, and about the minor axis Iz is 14,400 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 = 3.58 for the flange and cw/tw = 34.2 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 cm about the major axis and iz is 6.87 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.87 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 839 cm⁴, and the warping constant Iw is 16.1 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 650 x 343HE 650 x 407HE 700 AAHE 700 AHE 700 MHE 700 x 352HE 700 x 418HE 800 AA

Compare with other sections

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

vs W 27X161vs W 24X176

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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