EN 1993-1-1 Steel Section  ·  Section of HEA

HEA 300 — Section Properties & EN 1993-1-1 Classification

HEA 300 is a Class 3 — Elastic section in S355 (fy = 355 MPa). S235: Class 1 S275: Class 2

h = 290 mm b = 300 mm A = 8,416 mm² Iy = 18,260 cm⁴ Wpl,y = 1457 cm³ EN / NL / DE annexes No sign-up · Free forever
Cross-Section Classification (EN 1993-1-1 Table 5.2)
Classification · EN 1993-1-1 Table 5.2
Steel Grade γM0 Web (c/tw) Flange (c/tf) Class
S235 1.00 24.47 → 1 8.48 → 1 Class 1
S235 1.10 24.47 → 1 8.48 → 1 Class 1
S235 1.05 24.47 → 1 8.48 → 1 Class 1
S275 1.00 24.47 → 1 8.48 → 2 Class 2
S275 1.10 24.47 → 1 8.48 → 2 Class 2
S275 1.05 24.47 → 1 8.48 → 2 Class 2
S355 1.00 24.47 → 1 8.48 → 3 Class 3
S355 1.10 24.47 → 1 8.48 → 3 Class 3
S355 1.05 24.47 → 1 8.48 → 3 Class 3
S420 1.00 24.47 → 1 8.48 → 3 Class 3
S420 1.10 24.47 → 1 8.48 → 3 Class 3
S420 1.05 24.47 → 1 8.48 → 3 Class 3
S460 1.00 24.47 → 2 8.48 → 3 Class 3
S460 1.10 24.47 → 2 8.48 → 3 Class 3
S460 1.05 24.47 → 2 8.48 → 3 Class 3
Geometric Properties
PropertyValue
h (mm)290
b (mm)300
tw / tf (mm)8.5 / 14
r (mm)27
A (mm²)8,416
Iy (cm⁴)18,260
Iz (cm⁴)6,310
Wel,y (cm³)1260
Wpl,y (cm³)1457
iy / iz (mm)147.3 / 86.6
Design Resistances · γM0
S235 · EN (γM0=1.00)
ResistanceValue
Npl,Rd1,977.8 kN
Vpl,Rd570.9 kN
Mpl,Rd342.4 kNm
Mel,Rd296.1 kNm
S235 · NL (γM0=1.10)
ResistanceValue
Npl,Rd1,798 kN
Vpl,Rd519 kN
Mpl,Rd311.3 kNm
Mel,Rd269.2 kNm
S235 · DE (γM0=1.05)
ResistanceValue
Npl,Rd1,883.6 kN
Vpl,Rd543.7 kN
Mpl,Rd326.1 kNm
Mel,Rd282 kNm
S275 · EN (γM0=1.00)
ResistanceValue
Npl,Rd2,314.4 kN
Vpl,Rd668.1 kN
Mpl,Rd400.7 kNm
Mel,Rd346.5 kNm
S275 · NL (γM0=1.10)
ResistanceValue
Npl,Rd2,104 kN
Vpl,Rd607.4 kN
Mpl,Rd364.2 kNm
Mel,Rd315 kNm
S275 · DE (γM0=1.05)
ResistanceValue
Npl,Rd2,204.2 kN
Vpl,Rd636.3 kN
Mpl,Rd381.6 kNm
Mel,Rd330 kNm
S355 · EN (γM0=1.00)
ResistanceValue
Npl,Rd2,987.7 kN
Vpl,Rd862.5 kN
Mpl,Rd447.3 kNm
Mel,Rd447.3 kNm
S355 · NL (γM0=1.10)
ResistanceValue
Npl,Rd2,716.1 kN
Vpl,Rd784.1 kN
Mpl,Rd406.6 kNm
Mel,Rd406.6 kNm
S355 · DE (γM0=1.05)
ResistanceValue
Npl,Rd2,845.4 kN
Vpl,Rd821.4 kN
Mpl,Rd426 kNm
Mel,Rd426 kNm
S420 · EN (γM0=1.00)
ResistanceValue
Npl,Rd3,534.7 kN
Vpl,Rd1,020.4 kN
Mpl,Rd529.2 kNm
Mel,Rd529.2 kNm
S420 · NL (γM0=1.10)
ResistanceValue
Npl,Rd3,213.4 kN
Vpl,Rd927.6 kN
Mpl,Rd481.1 kNm
Mel,Rd481.1 kNm
S420 · DE (γM0=1.05)
ResistanceValue
Npl,Rd3,366.4 kN
Vpl,Rd971.8 kN
Mpl,Rd504 kNm
Mel,Rd504 kNm
S460 · EN (γM0=1.00)
ResistanceValue
Npl,Rd3,871.4 kN
Vpl,Rd1,117.6 kN
Mpl,Rd579.6 kNm
Mel,Rd579.6 kNm
S460 · NL (γM0=1.10)
ResistanceValue
Npl,Rd3,519.4 kN
Vpl,Rd1,016 kN
Mpl,Rd526.9 kNm
Mel,Rd526.9 kNm
S460 · DE (γM0=1.05)
ResistanceValue
Npl,Rd3,687 kN
Vpl,Rd1,064.3 kN
Mpl,Rd552 kNm
Mel,Rd552 kNm
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HEA 300 — Cross-Section Classification & Resistances

This page shows pre-computed EN 1993-1-1 design values for the HEA 300 HEA section. The governing cross-section class is 3 (Class 3 — Elastic), which determines whether the section may develop its full plastic moment capacity (Class 1–2) or is limited to the elastic moment (Class 3–4). Npl,Rd, Vpl,Rd, Mpl,Rd, and Mel,Rd are shown for all combinations of steel grade (S235 to S460) and national annex (EN γM0=1.00, NL γM0=1.10, DE γM0=1.05).