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PFC 150×75 - Section Properties

The PFC 150×75 is a steel section with a mass of 17.9 kg/m, an overall depth of 150 mm and width of 75 mm. It has a cross-sectional area of 22.8 cm², a second moment of area Iᵧ of 861 cm⁴, a plastic modulus Wₚₗ,ᵧ of 132 cm³, tabulated by CivilAxis from Continental Steel.

Mass
17.9 kg/m
Depth
150 mm
Width
75 mm
Area
22.8 cm²
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PFC section profile showing the dimension symbols used for PFC 150×75

Dimension symbols for PFC sections. Not to scale.

PFC 150×75 section properties to Continental Steel.

Geometry

Depth of sectionh150
Width of sectionb75
Web thicknesstw5.5
Flange thicknesstf10
Root fillet radiusr12
Depth between filletsd106

Mass and area

Mass per metremass17.9
Cross-sectional areaA22.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy861
Elastic section modulus about y-axisWel,y115
Plastic section modulus about y-axisWpl,y132
Radius of gyration about y-axisiy6.15

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz131
Elastic section modulus about z-axisWel,z26.6
Plastic section modulus about z-axisWpl,z47.2
Radius of gyration about z-axisiz2.4

Torsion and warping

Torsion constant (St Venant)It6.1
Warping constantIw0.005

Classification and stability

Flange local-buckling ratiocf/tf7.5
Web local-buckling ratiocw/tw19.3
Buckling parameteru0.946
Torsional indexX13.1

Detailing dimensions

Centroid distance from back of leg (y)cy2.58

Is PFC 150×75 strong enough?

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

Passes - 59% utilised, deflection governs
Bending31%
14.3 / 46.9 kNm
Shear10%
19.1 / 195.7 kN
Deflection59%
5.0 / 8.3 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 150×75

PFC 150×75 has a mass of 17.9 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 215 kg, which is the figure to use for a steel take-off or when checking a lift.

PFC 150×75 has a depth of 150 mm, a width of 75 mm, a web thickness of 5.5 mm, a flange thickness of 10 mm, with a cross-sectional area of 22.8 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 132 cm³, and the elastic modulus Wel,y is 115 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 47 kNm before any stability check.

The second moment of area about the major axis, Iy, is 861 cm⁴, and about the minor axis Iz is 131 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 = 7.5 for the flange and cw/tw = 19.3 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 6.15 cm about the major axis and iz is 2.4 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.4 cm a 0.2 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 6.1 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 100×50PFC 125×65PFC 150×90PFC 180×75PFC 180×90PFC 200×75PFC 200×90PFC 230×75

Compare with other sections

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

vs PFC 150×75×18

Learn more

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