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

HEB 900 — Section Properties & EN 1993-1-1 Classification

HEB 900 is a Class 4 — Slender section in S355 (fy = 355 MPa). S235: Class 3

h = 900 mm b = 300 mm A = 29,190 mm² Iy = 484,100 cm⁴ Wpl,y = 13234 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 41.3 → 3 2.91 → 1 Class 3
S235 1.10 41.3 → 3 2.91 → 1 Class 3
S235 1.05 41.3 → 3 2.91 → 1 Class 3
S275 1.00 41.3 → 4 2.91 → 1 Class 4
S275 1.10 41.3 → 4 2.91 → 1 Class 4
S275 1.05 41.3 → 4 2.91 → 1 Class 4
S355 1.00 41.3 → 4 2.91 → 1 Class 4
S355 1.10 41.3 → 4 2.91 → 1 Class 4
S355 1.05 41.3 → 4 2.91 → 1 Class 4
S420 1.00 41.3 → 4 2.91 → 1 Class 4
S420 1.10 41.3 → 4 2.91 → 1 Class 4
S420 1.05 41.3 → 4 2.91 → 1 Class 4
S460 1.00 41.3 → 4 2.91 → 1 Class 4
S460 1.10 41.3 → 4 2.91 → 1 Class 4
S460 1.05 41.3 → 4 2.91 → 1 Class 4
Geometric Properties
PropertyValue
h (mm)900
b (mm)300
tw / tf (mm)18.5 / 38
r (mm)30
A (mm²)29,190
Iy (cm⁴)484,100
Iz (cm⁴)16,150
Wel,y (cm³)10758
Wpl,y (cm³)13234
iy / iz (mm)407.2 / 74.4
Design Resistances · γM0
S235 · EN (γM0=1.00)
ResistanceValue
Npl,Rd6,859.6 kN
Vpl,Rd1,980.2 kN
Mpl,Rd3,110 kNm
Mel,Rd2,528.1 kNm
S235 · NL (γM0=1.10)
ResistanceValue
Npl,Rd6,236 kN
Vpl,Rd1,800.2 kN
Mpl,Rd2,827.3 kNm
Mel,Rd2,298.3 kNm
S235 · DE (γM0=1.05)
ResistanceValue
Npl,Rd6,533 kN
Vpl,Rd1,885.9 kN
Mpl,Rd2,961.9 kNm
Mel,Rd2,407.7 kNm
S275 · EN (γM0=1.00)
ResistanceValue
Npl,Rd8,027.3 kN
Vpl,Rd2,317.3 kN
Mpl,Rd3,639.3 kNm
Mel,Rd2,958.5 kNm
S275 · NL (γM0=1.10)
ResistanceValue
Npl,Rd7,297.5 kN
Vpl,Rd2,106.6 kN
Mpl,Rd3,308.5 kNm
Mel,Rd2,689.5 kNm
S275 · DE (γM0=1.05)
ResistanceValue
Npl,Rd7,645 kN
Vpl,Rd2,206.9 kN
Mpl,Rd3,466 kNm
Mel,Rd2,817.6 kNm
S355 · EN (γM0=1.00)
ResistanceValue
Npl,Rd10,362.5 kN
Vpl,Rd2,991.4 kN
Mpl,Rd4,698.1 kNm
Mel,Rd3,819.1 kNm
S355 · NL (γM0=1.10)
ResistanceValue
Npl,Rd9,420.4 kN
Vpl,Rd2,719.4 kN
Mpl,Rd4,271 kNm
Mel,Rd3,471.9 kNm
S355 · DE (γM0=1.05)
ResistanceValue
Npl,Rd9,869 kN
Vpl,Rd2,848.9 kN
Mpl,Rd4,474.4 kNm
Mel,Rd3,637.2 kNm
S420 · EN (γM0=1.00)
ResistanceValue
Npl,Rd12,259.8 kN
Vpl,Rd3,539.1 kN
Mpl,Rd5,558.3 kNm
Mel,Rd4,518.4 kNm
S420 · NL (γM0=1.10)
ResistanceValue
Npl,Rd11,145.3 kN
Vpl,Rd3,217.4 kN
Mpl,Rd5,053 kNm
Mel,Rd4,107.6 kNm
S420 · DE (γM0=1.05)
ResistanceValue
Npl,Rd11,676 kN
Vpl,Rd3,370.6 kN
Mpl,Rd5,293.6 kNm
Mel,Rd4,303.2 kNm
S460 · EN (γM0=1.00)
ResistanceValue
Npl,Rd13,427.4 kN
Vpl,Rd3,876.2 kN
Mpl,Rd6,087.6 kNm
Mel,Rd4,948.7 kNm
S460 · NL (γM0=1.10)
ResistanceValue
Npl,Rd12,206.7 kN
Vpl,Rd3,523.8 kN
Mpl,Rd5,534.2 kNm
Mel,Rd4,498.8 kNm
S460 · DE (γM0=1.05)
ResistanceValue
Npl,Rd12,788 kN
Vpl,Rd3,691.6 kN
Mpl,Rd5,797.8 kNm
Mel,Rd4,713 kNm
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HEB 900 — Cross-Section Classification & Resistances

This page shows pre-computed EN 1993-1-1 design values for the HEB 900 HEB section. The governing cross-section class is 4 (Class 4 — Slender), 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).