TFC 180x90x7.5 - Section Properties

TFC 180x90x7.5 has a mass of 27.1 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 325 kg, which is the figure to use for a steel take-off or when checking a lift.

The elastic section modulus about the major axis, Wel,y, is 204 cm³. Use it with M_el,Rd = Wel,y x f_y / gamma_M0 for an elastic check.

The second moment of area about the major axis, Iy, is 1,840 cm⁴, and about the minor axis Iz is 258 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 7.29 cm about the major axis and iz is 2.73 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.73 cm a 0.3 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.