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

HEA 280 — Section Properties & EN 1993-1-1 Classification

HEA 280 is a Class 3 — Elastic section in S355 (fy = 355 MPa). S235: Class 1 S275: Class 2

h = 270 mm b = 280 mm A = 7,214 mm² Iy = 13,670 cm⁴ Wpl,y = 1170 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 24.5 → 1 8.62 → 1 Class 1
S235 1.10 24.5 → 1 8.62 → 1 Class 1
S235 1.05 24.5 → 1 8.62 → 1 Class 1
S275 1.00 24.5 → 1 8.62 → 2 Class 2
S275 1.10 24.5 → 1 8.62 → 2 Class 2
S275 1.05 24.5 → 1 8.62 → 2 Class 2
S355 1.00 24.5 → 1 8.62 → 3 Class 3
S355 1.10 24.5 → 1 8.62 → 3 Class 3
S355 1.05 24.5 → 1 8.62 → 3 Class 3
S420 1.00 24.5 → 1 8.62 → 3 Class 3
S420 1.10 24.5 → 1 8.62 → 3 Class 3
S420 1.05 24.5 → 1 8.62 → 3 Class 3
S460 1.00 24.5 → 2 8.62 → 3 Class 3
S460 1.10 24.5 → 2 8.62 → 3 Class 3
S460 1.05 24.5 → 2 8.62 → 3 Class 3
Geometric Properties
PropertyValue
h (mm)270
b (mm)280
tw / tf (mm)8 / 13
r (mm)24
A (mm²)7,214
Iy (cm⁴)13,670
Iz (cm⁴)4,760
Wel,y (cm³)1013
Wpl,y (cm³)1170
iy / iz (mm)137.7 / 81.2
Design Resistances · γM0
S235 · EN (γM0=1.00)
ResistanceValue
Npl,Rd1,695.3 kN
Vpl,Rd489.4 kN
Mpl,Rd274.9 kNm
Mel,Rd238.1 kNm
S235 · NL (γM0=1.10)
ResistanceValue
Npl,Rd1,541.2 kN
Vpl,Rd444.9 kN
Mpl,Rd250 kNm
Mel,Rd216.4 kNm
S235 · DE (γM0=1.05)
ResistanceValue
Npl,Rd1,614.6 kN
Vpl,Rd466.1 kN
Mpl,Rd261.9 kNm
Mel,Rd226.7 kNm
S275 · EN (γM0=1.00)
ResistanceValue
Npl,Rd1,983.8 kN
Vpl,Rd572.7 kN
Mpl,Rd321.8 kNm
Mel,Rd278.6 kNm
S275 · NL (γM0=1.10)
ResistanceValue
Npl,Rd1,803.5 kN
Vpl,Rd520.6 kN
Mpl,Rd292.5 kNm
Mel,Rd253.2 kNm
S275 · DE (γM0=1.05)
ResistanceValue
Npl,Rd1,889.4 kN
Vpl,Rd545.4 kN
Mpl,Rd306.4 kNm
Mel,Rd265.3 kNm
S355 · EN (γM0=1.00)
ResistanceValue
Npl,Rd2,561 kN
Vpl,Rd739.3 kN
Mpl,Rd359.6 kNm
Mel,Rd359.6 kNm
S355 · NL (γM0=1.10)
ResistanceValue
Npl,Rd2,328.2 kN
Vpl,Rd672.1 kN
Mpl,Rd326.9 kNm
Mel,Rd326.9 kNm
S355 · DE (γM0=1.05)
ResistanceValue
Npl,Rd2,439 kN
Vpl,Rd704.1 kN
Mpl,Rd342.5 kNm
Mel,Rd342.5 kNm
S420 · EN (γM0=1.00)
ResistanceValue
Npl,Rd3,029.9 kN
Vpl,Rd874.7 kN
Mpl,Rd425.5 kNm
Mel,Rd425.5 kNm
S420 · NL (γM0=1.10)
ResistanceValue
Npl,Rd2,754.4 kN
Vpl,Rd795.1 kN
Mpl,Rd386.8 kNm
Mel,Rd386.8 kNm
S420 · DE (γM0=1.05)
ResistanceValue
Npl,Rd2,885.6 kN
Vpl,Rd833 kN
Mpl,Rd405.2 kNm
Mel,Rd405.2 kNm
S460 · EN (γM0=1.00)
ResistanceValue
Npl,Rd3,318.4 kN
Vpl,Rd958 kN
Mpl,Rd466 kNm
Mel,Rd466 kNm
S460 · NL (γM0=1.10)
ResistanceValue
Npl,Rd3,016.8 kN
Vpl,Rd870.9 kN
Mpl,Rd423.6 kNm
Mel,Rd423.6 kNm
S460 · DE (γM0=1.05)
ResistanceValue
Npl,Rd3,160.4 kN
Vpl,Rd912.3 kN
Mpl,Rd443.8 kNm
Mel,Rd443.8 kNm
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HEA 280 — Cross-Section Classification & Resistances

This page shows pre-computed EN 1993-1-1 design values for the HEA 280 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).