FL · EN 10058

FL 130×15

FL 130×15 is a hot rolled steel flat bar per EN 10058: width 130 mm, thickness 15 mm, weight 15.3 kg/m, cross-section area 19.5 cm², moment of inertia Iy = 274.6 cm⁴, elastic section modulus Wel,y = 42.3 cm³.

Cross section · mm
yz13015[mm]
130Width b · mm
15Thickness t · mm
19.50Area A · cm²
15.31Mass G · kg/m
Geometry
Width b130.00 mm
Thickness t15.00 mm
Cross-section area A19.500 cm²
Weight G
steel 7850 kg/m³
15.31kg/m
Section properties
I274.625 cm⁴3.656 cm⁴
Wel42.250 cm³4.875 cm³
Wpl63.375 cm³7.312 cm³
i37.50 mm4.33 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 130×15 for your design forces

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

Bending/ 17.4 kN·m
Shear/ 309.6 kN
Compression/ 2.9 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl17.4 kN·m / 2.0 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1950 mm²309.6 kN / 309.6 kN
Npl,Rd / Nb,Rd536.3 kN / 2.9 kN
Ncr,y / Ncr,z227.7 kN / 3.0 kN
fyEN 10025-2275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.01

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.