FL · EN 10058

FL 160×50

FL 160×50 is a hot rolled steel flat bar per EN 10058: width 160 mm, thickness 50 mm, weight 62.8 kg/m, cross-section area 80 cm², moment of inertia Iy = 1706.7 cm⁴, elastic section modulus Wel,y = 213.3 cm³.

Cross section · mm
yz16050[mm]
160Width b · mm
50Thickness t · mm
80.00Area A · cm²
62.80Mass G · kg/m
Geometry
Width b160.00 mm
Thickness t50.00 mm
Cross-section area A80.000 cm²
Weight G
steel 7850 kg/m³
62.80kg/m
Section properties
I1 706.667 cm⁴166.667 cm⁴
Wel213.333 cm³66.667 cm³
Wpl320.000 cm³100.000 cm³
i46.20 mm14.43 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 160×50 for your design forces

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

Bending/ 81.6 kN·m
Shear/ 1.18 MN
Compression/ 122.4 kN
fy255MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl81.6 kN·m / 25.5 kN·m
Vc,z,Rd / Vc,y,RdA_v = 8000 mm²1.18 MN / 1.18 MN
Npl,Rd / Nb,Rd2.04 MN / 122.4 kN
Ncr,y / Ncr,z1.41 MN / 138.2 kN
fyt = 50.0 mm > 16 mm, EN 10025-2255 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.06

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.