FL · EN 10058

FL 70×35

FL 70×35 is a hot rolled steel flat bar per EN 10058: width 70 mm, thickness 35 mm, weight 19.2 kg/m, cross-section area 24.5 cm², moment of inertia Iy = 100 cm⁴, elastic section modulus Wel,y = 28.6 cm³.

Cross section · mm
yz7035[mm]
70Width b · mm
35Thickness t · mm
24.50Area A · cm²
19.23Mass G · kg/m
Geometry
Width b70.00 mm
Thickness t35.00 mm
Cross-section area A24.500 cm²
Weight G
steel 7850 kg/m³
19.23kg/m
Section properties
I100.042 cm⁴25.010 cm⁴
Wel28.583 cm³14.292 cm³
Wpl42.875 cm³21.438 cm³
i20.20 mm10.10 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 70×35 for your design forces

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

Bending/ 11.4 kN·m
Shear/ 374.8 kN
Compression/ 19.1 kN
fy265MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl11.4 kN·m / 5.7 kN·m
Vc,z,Rd / Vc,y,RdA_v = 2450 mm²374.8 kN / 374.8 kN
Npl,Rd / Nb,Rd649.3 kN / 19.1 kN
Ncr,y / Ncr,z82.9 kN / 20.7 kN
fyt = 35.0 mm > 16 mm, EN 10025-2265 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.03

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.