FL · EN 10058

FL 140×60

FL 140×60 is a hot rolled steel flat bar per EN 10058: width 140 mm, thickness 60 mm, weight 65.9 kg/m, cross-section area 84 cm², moment of inertia Iy = 1372 cm⁴, elastic section modulus Wel,y = 196 cm³.

Cross section · mm
yz14060[mm]
140Width b · mm
60Thickness t · mm
84.00Area A · cm²
65.94Mass G · kg/m
Geometry
Width b140.00 mm
Thickness t60.00 mm
Cross-section area A84.000 cm²
Weight G
steel 7850 kg/m³
65.94kg/m
Section properties
I1 372.000 cm⁴252.000 cm⁴
Wel196.000 cm³84.000 cm³
Wpl294.000 cm³126.000 cm³
i40.40 mm17.32 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 140×60 for your design forces

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

Bending/ 75.0 kN·m
Shear/ 1.24 MN
Compression/ 180.6 kN
fy255MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl75.0 kN·m / 32.1 kN·m
Vc,z,Rd / Vc,y,RdA_v = 8400 mm²1.24 MN / 1.24 MN
Npl,Rd / Nb,Rd2.14 MN / 180.6 kN
Ncr,y / Ncr,z1.14 MN / 208.9 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.