FB 6×200 - Section Properties

FB 6×200 has a mass of 9.42 kg/m, tabulated to EN 10058. A 12 m length therefore weighs about 113 kg, which is the figure to use for a steel take-off or when checking a lift.

FB 6×200 has a depth of 200 mm, a width of 6 mm, a wall thickness of 6 mm, with a cross-sectional area of 12 cm². These are the nominal dimensions from EN 10058; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 60 cm³, and the elastic modulus Wel,y is 40 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 21 kNm before any stability check.

The second moment of area about the major axis, Iy, is 400 cm⁴, and about the minor axis Iz is 0.36 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 5.77 cm about the major axis and iz is 0.173 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 0.173 cm a 0.0 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.