LU · EN 10056-1

L 100×75/12

L 100×75/12 is an unequal-leg steel angle per EN 10056-1: legs 100×75 mm, thickness 12 mm, weight 15.4 kg/m, cross-section area 19.7 cm², moment of inertia Iy = 189 cm⁴, elastic section modulus Wel,y = 28 cm³.

Cross section · mm

100Long leg a · mm

75Short leg b · mm

19.70Area A · cm²

15.40Mass G · kg/m

Geometry

Long leg a100.00 mm

Short leg b75.00 mm

Thickness t12.00 mm

Root radius r₁10.00 mm

Cross-section area A19.700 cm²

Centroid C_x32.7 mm

Centroid C_y20.3 mm

Weight G
steel 7850 kg/m³15.40kg/m

Section properties

I_y189.000 cm⁴

I_z90.200 cm⁴

W_el,y28.000 cm³

W_el,z16.500 cm³

i_y31.00 mm

i_z21.40 mm

Principal axes u–v

I_u230.000 cm⁴

I_v49.500 cm⁴

i_v15.90 mm

tan α0.540 –

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 100×75/12 for your design forces

Find the lightest section Compare sections

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

Bending/ 7.7 kN·m

Shear/ 156.4 kN

Compression/ 37.5 kN

Steelγ_M0γ_M1L_crmmkClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el7.7 kN·m / 4.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 985 mm²156.4 kN / 156.4 kN

N_pl,Rd / N_b,Rd541.8 kN / 37.5 kN

N_cr,y / N_cr,v156.7 kN / 41.0 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.07

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.

For angles the bending values refer to the axes parallel to the legs, which are not principal axes. A moment about one of them also bends the section about the other, so bending has to be resolved into the principal axes u and v and checked biaxially. Buckling already uses the weaker principal axis v.