HEB · EN 10365

HEB 1000

HEB 1000 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 1000 mm, flange width 300 mm, weight 314 kg/m, cross-section area 400.1 cm², moment of inertia Iy = 644700 cm⁴, elastic section modulus Wel,y = 12890 cm³.

Cross section · mm
yz30010001936928.030[mm]
1000Height h · mm
300Flange width b · mm
400.05Area A · cm²
314.00Mass G · kg/m
Geometry
Height1 000.00 mm
Flange width300.00 mm
Flange thickness tf36.00 mm
Web thickness tw19.00 mm
Fillet radius r30.00 mm
Cross-section area A400.050 cm²
Weight G
steel 7850 kg/m³
314.00kg/m
Section properties
I644 700.000 cm⁴16 280.000 cm⁴
Wel12 890.000 cm³1 085.000 cm³
Wpl14 860.000 cm³1 716.000 cm³
i401.50 mm63.80 mm
Torsion & LT buckling
Torsion constant It1 272.000 cm⁴
Warping constant Iw37 340 000.0 cm⁶
Reference
Profile standardEN 10365
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 1000 for your design forces

Enter the design loads and the section is checked for bending, shear and compression with flexural buckling.

Bending/ 3.94 MNm
Shear/ 3.25 MN
Compression/ —

The compression check is not available: in uniform compression the section is class 4 and effective properties per EN 1993-1-5 are required. Bending and shear are unaffected.

fy265MPaClass1 / 4bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl3.94 MNm / 454.7 kN·m
Vc,z,Rd / Vc,y,RdA_v = 21249 mm²3.25 MN / 3.30 MN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z534.49 MN / 13.50 MN
fytf = 36.0 mm > 16 mm, EN 10025-2265 MPa
γM0 / γM11.00 / 1.00
Curve b · χ0.67

Yield strength is taken from the product standard for the governing thickness, so above 16 mm it is lower than the nominal grade. Simplified checks per EN 1993-1-1, without M+N+V interaction, without lateral-torsional buckling and without web shear buckling. Verify with a full design.