UPN 200 - Section Properties

UPN 200 has a mass of 25.3 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 304 kg, which is the figure to use for a steel take-off or when checking a lift.

UPN 200 has a depth of 200 mm, a width of 75 mm, a web thickness of 8.5 mm, a flange thickness of 11.5 mm, with a cross-sectional area of 32.2 cm². These are the nominal dimensions from Continental Steel; rolling tolerances apply to the delivered section.

The elastic section modulus about the major axis, Wel,y, is 191 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 1,910 cm⁴, and about the minor axis Iz is 148 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 7.7 cm about the major axis and iz is 2.14 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.14 cm a 0.2 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.