CivilAxisCivilAxis
☕ Support🌐 Community

HE 450 AA - Section Properties

The HE 450 AA is a European wide-flange beam (HE) with a mass of 99.7 kg/m, an overall depth of 425 mm and width of 300 mm. It has a cross-sectional area of 127 cm², a second moment of area Iᵧ of 41900 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2180 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
99.7 kg/m
Depth
425 mm
Width
300 mm
Area
127 cm²
Ask about capacity, buckling or detailing for HE 450 AA.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
HE section profile showing the dimension symbols used for HE 450 AA

Dimension symbols for HE sections. Not to scale.

HE 450 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh425
Width of sectionb300
Web thicknesstw10
Flange thicknesstf13.5
Root fillet radiusr27
Depth between filletsd344

Mass and area

Mass per metremass99.7
Cross-sectional areaA127

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy41900
Elastic section modulus about y-axisWel,y1970
Plastic section modulus about y-axisWpl,y2180
Radius of gyration about y-axisiy18.2

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz6090
Elastic section modulus about z-axisWel,z406
Plastic section modulus about z-axisWpl,z624
Radius of gyration about z-axisiz6.92

Torsion and warping

Torsion constant (St Venant)It91.4
Warping constantIw2.57

Classification and stability

Flange local-buckling ratiocf/tf8.74
Web local-buckling ratiocw/tw34.4
Buckling parameteru7.78
Torsional indexX27.4

Detailing dimensions

End clearanceC7
Notch dimension NN156
Notch dimension nn42

Surface area

Surface area per metreSA/m1.98

Is HE 450 AA strong enough?

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

Passes - 59% utilised, deflection governs
Bending35%
243.8 / 699.4 kNm
Shear10%
114.8 / 1119.9 kN
Deflection59%
13.9 / 23.6 mm

Class 3 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 450 AA

HE 450 AA has a mass of 99.7 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1196 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 450 AA has a depth of 425 mm, a width of 300 mm, a web thickness of 10 mm, a flange thickness of 13.5 mm, with a cross-sectional area of 127 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 2,180 cm³, and the elastic modulus Wel,y is 1,970 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 774 kNm before any stability check.

The second moment of area about the major axis, Iy, is 41,900 cm⁴, and about the minor axis Iz is 6,090 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 = 8.74 for the flange and cw/tw = 34.4 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 18.2 cm about the major axis and iz is 6.92 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.92 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 91.4 cm⁴, and the warping constant Iw is 2.57 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 400 AAHE 400 AHE 400 BHE 400 MHE 450 AHE 450 BHE 450 MHE 500 AA

Compare with other sections

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

vs W 18X65vs W 16X67

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 HE sizes
Wide-Flange Beams (HEA/HEB/HEM)
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…