LC 100x50x20-6.71 - Section Properties

LC 100x50x20-6.71 has a mass of 6.71 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 81 kg, which is the figure to use for a steel take-off or when checking a lift.

The plastic section modulus about the major axis, Wpl,y, is 29.8 cm³, and the elastic modulus Wel,y is 24.7 cm³. Wpl,y is what sets the moment capacity of a Class 1 or 2 section: M_pl,Rd = Wpl,y x f_y / gamma_M0, so at S355 with gamma_M0 = 1.0 this section reaches about 11 kNm before any stability check.

The second moment of area about the major axis, Iy, is 123 cm⁴, and about the minor axis Iz is 27.7 cm⁴. Iy is the value deflection depends on - for a simply supported beam under a uniform load, the midspan deflection is 5wL⁴/384EIy - so on spans where a deflection limit governs rather than strength, this is the number that decides the section.

iy is 3.83 cm about the major axis and iz is 1.82 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.82 cm a 0.2 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.

The St Venant torsion constant It is 0.478 cm⁴, and the warping constant Iw is 0.747 dm⁶. Open sections carry torsion mainly by warping rather than uniform torsion, which is why Iw appears in the lateral-torsional buckling resistance - both values feed M_b,Rd.