FL · EN 10058

FL 160×60

FL 160×60 is a hot rolled steel flat bar per EN 10058: width 160 mm, thickness 60 mm, weight 75.4 kg/m, cross-section area 96 cm², moment of inertia Iy = 2048 cm⁴, elastic section modulus Wel,y = 256 cm³.

Cross section · mm
yz16060[mm]
160Width b · mm
60Thickness t · mm
96.00Area A · cm²
75.36Mass G · kg/m
Geometry
Width b160.00 mm
Thickness t60.00 mm
Cross-section area A96.000 cm²
Weight G
steel 7850 kg/m³
75.36kg/m
Section properties
I2 048.000 cm⁴288.000 cm⁴
Wel256.000 cm³96.000 cm³
Wpl384.000 cm³144.000 cm³
i46.20 mm17.32 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 160×60 for your design forces

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

Bending/ 97.9 kN·m
Shear/ 1.41 MN
Compression/ 206.4 kN
fy255MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl97.9 kN·m / 36.7 kN·m
Vc,z,Rd / Vc,y,RdA_v = 9600 mm²1.41 MN / 1.41 MN
Npl,Rd / Nb,Rd2.45 MN / 206.4 kN
Ncr,y / Ncr,z1.70 MN / 238.8 kN
fyt = 60.0 mm > 16 mm, EN 10025-2255 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.08

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.