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PFC 250×90 - Section Properties

The PFC 250×90 is a steel section with a mass of 35.5 kg/m, an overall depth of 250 mm and width of 90 mm. It has a cross-sectional area of 45.2 cm², a second moment of area Iᵧ of 4510 cm⁴, a plastic modulus Wₚₗ,ᵧ of 421 cm³, tabulated by CivilAxis from Continental Steel.

Mass
35.5 kg/m
Depth
250 mm
Width
90 mm
Area
45.2 cm²
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PFC section profile showing the dimension symbols used for PFC 250×90

Dimension symbols for PFC sections. Not to scale.

PFC 250×90 section properties to Continental Steel.

Geometry

Depth of sectionh250
Width of sectionb90
Web thicknesstw8
Flange thicknesstf15
Root fillet radiusr12
Depth between filletsd220

Mass and area

Mass per metremass35.5
Cross-sectional areaA45.2

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy4510
Elastic section modulus about y-axisWel,y361
Plastic section modulus about y-axisWpl,y421
Radius of gyration about y-axisiy9.99

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz364
Elastic section modulus about z-axisWel,z59.3
Plastic section modulus about z-axisWpl,z107
Radius of gyration about z-axisiz2.84

Torsion and warping

Torsion constant (St Venant)It23.8
Warping constantIw0.036

Classification and stability

Flange local-buckling ratiocf/tf6
Web local-buckling ratiocw/tw27.5
Buckling parameteru0.948
Torsional indexX15.5

Detailing dimensions

Centroid distance from back of leg (y)cy2.86

Is PFC 250×90 strong enough?

Simply supported beam, uniform load, major-axis bending - to EN 1993-1-1.

Passes - 59% utilised, deflection governs
Bending30%
44.5 / 149.5 kNm
Shear8%
35.6 / 434.5 kN
Deflection59%
8.2 / 13.9 mm

Class 1 section. ULS uses γQ = 1.5 on the load you enter; deflection uses the unfactored load against L/360. Lateral-torsional buckling is not included - the compression flange is assumed restrained.

Common questions about PFC 250×90

PFC 250×90 has a mass of 35.5 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 426 kg, which is the figure to use for a steel take-off or when checking a lift.

PFC 250×90 has a depth of 250 mm, a width of 90 mm, a web thickness of 8 mm, a flange thickness of 15 mm, with a cross-sectional area of 45.2 cm². These are the nominal dimensions from Continental Steel; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 421 cm³, and the elastic modulus Wel,y is 361 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 149 kNm before any stability check.

The second moment of area about the major axis, Iy, is 4,510 cm⁴, and about the minor axis Iz is 364 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.

Its local-buckling ratios are cf/tf = 6 for the flange and cw/tw = 27.5 for the web. EN 1993-1-1 Table 5.2 compares these against limits scaled by epsilon = sqrt(235/f_y), so the class depends on the steel grade as well as the geometry - the same section can be Class 1 in S275 and Class 3 in S355. Use the Capacity tab on this page for the classification at a specific grade.

iy is 9.99 cm about the major axis and iz is 2.84 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.84 cm a 0.3 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 23.8 cm⁴. Closed sections carry torsion in a shear flow around the perimeter, which makes them far stiffer in torsion than an open section of the same weight and is usually why one is specified.

Related PFC sizes

PFC 200×75PFC 200×90PFC 230×75PFC 230×90PFC 260×75PFC 260×90PFC 300×90PFC 300×100

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📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)
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