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HE 700 AA - Section Properties

The HE 700 AA is a European wide-flange beam (HE) with a mass of 150 kg/m, an overall depth of 670 mm and width of 300 mm. It has a cross-sectional area of 191 cm², a second moment of area Iᵧ of 143000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 4840 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
150 kg/m
Depth
670 mm
Width
300 mm
Area
191 cm²
Ask about capacity, buckling or detailing for HE 700 AA.
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HE section profile showing the dimension symbols used for HE 700 AA

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh670
Width of sectionb300
Web thicknesstw13
Flange thicknesstf17
Root fillet radiusr27
Depth between filletsd582

Mass and area

Mass per metremass150
Cross-sectional areaA191

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy143000
Elastic section modulus about y-axisWel,y4260
Plastic section modulus about y-axisWpl,y4840
Radius of gyration about y-axisiy27.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz7670
Elastic section modulus about z-axisWel,z512
Plastic section modulus about z-axisWpl,z800
Radius of gyration about z-axisiz6.34

Torsion and warping

Torsion constant (St Venant)It186
Warping constantIw8.16

Classification and stability

Flange local-buckling ratiocf/tf6.85
Web local-buckling ratiocw/tw44.8
Buckling parameteru7.562
Torsional indexX37.3

Detailing dimensions

End clearanceC9
Notch dimension NN154
Notch dimension nn44

Surface area

Surface area per metreSA/m2.47

Is HE 700 AA strong enough?

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

Passes - 59% utilised, deflection governs
Bending35%
594.0 / 1718.2 kNm
Shear10%
198.0 / 2057.6 kN
Deflection59%
19.8 / 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 AA

HE 700 AA has a mass of 150 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1800 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 700 AA has a depth of 670 mm, a width of 300 mm, a web thickness of 13 mm, a flange thickness of 17 mm, with a cross-sectional area of 191 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 4,840 cm³, and the elastic modulus Wel,y is 4,260 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 1718 kNm before any stability check.

The second moment of area about the major axis, Iy, is 143,000 cm⁴, and about the minor axis Iz is 7,670 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 = 6.85 for the flange and cw/tw = 44.8 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 27.3 cm about the major axis and iz is 6.34 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.34 cm a 0.6 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 186 cm⁴, and the warping constant Iw is 8.16 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 HE sizes

HE 650 BHE 650 MHE 650 x 343HE 650 x 407HE 700 AHE 700 BHE 700 MHE 700 x 352

Compare with other sections

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

vs UB 686×254×152vs W 27X102

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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