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PFC 430×100 - Section Properties

The PFC 430×100 is a steel section with a mass of 64.4 kg/m, an overall depth of 430 mm and width of 100 mm. It has a cross-sectional area of 82.1 cm², a second moment of area Iᵧ of 21940 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1222 cm³, tabulated by CivilAxis from Continental Steel.

Mass
64.4 kg/m
Depth
430 mm
Width
100 mm
Area
82.1 cm²
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PFC section profile showing the dimension symbols used for PFC 430×100

Dimension symbols for PFC sections. Not to scale.

PFC 430×100 section properties to Continental Steel.

Geometry

Depth of sectionh430
Width of sectionb100
Web thicknesstw11
Flange thicknesstf19
Root fillet radiusr15
Depth between filletsd362

Mass and area

Mass per metremass64.4
Cross-sectional areaA82.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy21940
Elastic section modulus about y-axisWel,y1020
Plastic section modulus about y-axisWpl,y1222
Radius of gyration about y-axisiy16.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz722
Elastic section modulus about z-axisWel,z97.9
Plastic section modulus about z-axisWpl,z176
Radius of gyration about z-axisiz2.97

Torsion and warping

Torsion constant (St Venant)It63
Warping constantIw0.219

Classification and stability

Flange local-buckling ratiocf/tf5.26
Web local-buckling ratiocw/tw32.9
Buckling parameteru0.917
Torsional indexX22.5

Detailing dimensions

Centroid distance from back of leg (y)cy2.62

Is PFC 430×100 strong enough?

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

Passes - 59% utilised, deflection governs
Bending30%
128.7 / 433.8 kNm
Shear6%
60.6 / 1005.1 kN
Deflection59%
14.0 / 23.6 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 430×100

PFC 430×100 has a mass of 64.4 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 773 kg, which is the figure to use for a steel take-off or when checking a lift.

PFC 430×100 has a depth of 430 mm, a width of 100 mm, a web thickness of 11 mm, a flange thickness of 19 mm, with a cross-sectional area of 82.1 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 1,222 cm³, and the elastic modulus Wel,y is 1,020 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 434 kNm before any stability check.

The second moment of area about the major axis, Iy, is 21,940 cm⁴, and about the minor axis Iz is 722 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 = 5.26 for the flange and cw/tw = 32.9 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 16.3 cm about the major axis and iz is 2.97 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.97 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 63 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 230×75PFC 230×90PFC 250×90PFC 260×75PFC 260×90PFC 300×90PFC 300×100PFC 380×100

Compare with other sections

Side-by-side properties against the closest equivalent in each catalogue.

vs PFC 430×100×64

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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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