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UJ 203×152×52 - Section Properties

The UJ 203×152×52 is a universal joist with a mass of 52.3 kg/m, an overall depth of 203.2 mm and width of 152.4 mm. It has a cross-sectional area of 66.6 cm², a second moment of area Iᵧ of 4800 cm⁴, a plastic modulus Wₚₗ,ᵧ of 541 cm³, tabulated by CivilAxis from BS 4-1:2005 (SCI P363 Blue Book).

Mass
52.3 kg/m
Depth
203.2 mm
Width
152.4 mm
Area
66.6 cm²
Ask about capacity, buckling or detailing for UJ 203×152×52.
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UJ section profile showing the dimension symbols used for UJ 203×152×52

Dimension symbols for UJ sections. Not to scale.

UJ 203×152×52 section properties to BS 4-1:2005.

Geometry

Depth of sectionh203.2
Width of sectionb152.4
Web thicknesstw8.9
Flange thicknesstf16.5
Root fillet radiusr15.5
Toe radiusr27.6
Depth between filletsd133.2

Mass and area

Mass per metremass52.3
Cross-sectional areaA66.6

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy4800
Elastic section modulus about y-axisWel,y472
Plastic section modulus about y-axisWpl,y541
Radius of gyration about y-axisiy8.49

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz816
Elastic section modulus about z-axisWel,z107
Plastic section modulus about z-axisWpl,z176
Radius of gyration about z-axisiz3.5

Torsion and warping

Torsion constant (St Venant)It64.8
Warping constantIw0.0711

Classification and stability

Flange local-buckling ratiocf/tf3.41
Web local-buckling ratiocw/tw15
Buckling parameteru0.89
Torsional indexX10.7

Detailing dimensions

End clearanceC6
Notch dimension NN78
Notch dimension nn36

Surface area

Surface area per metreSA/m0.932
Surface area per tonneSA/t17.8m²/t

Is UJ 203×152×52 strong enough?

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

Passes - 60% utilised, deflection governs
Bending31%
60.0 / 192.1 kNm
Shear13%
60.0 / 469.2 kN
Deflection60%
6.6 / 11.1 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 UJ 203×152×52

UJ 203×152×52 has a mass of 52.3 kg/m, tabulated to BS 4-1:2005. A 12 m length therefore weighs about 628 kg, which is the figure to use for a steel take-off or when checking a lift.

UJ 203×152×52 has a depth of 203.2 mm, a width of 152.4 mm, a web thickness of 8.9 mm, a flange thickness of 16.5 mm, with a cross-sectional area of 66.6 cm². These are the nominal dimensions from BS 4-1:2005; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 541 cm³, and the elastic modulus Wel,y is 472 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 192 kNm before any stability check.

The second moment of area about the major axis, Iy, is 4,800 cm⁴, and about the minor axis Iz is 816 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 = 3.41 for the flange and cw/tw = 15 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 8.49 cm about the major axis and iz is 3.5 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.5 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 64.8 cm⁴, and the warping constant Iw is 0.0711 dm⁶. Open sections carry torsion mainly by warping rather than uniform torsion, which is why Iw appears in the lateral-torsional buckling resistance - both values feed M_b,Rd.

Related UJ sizes

UJ 254×203×82UJ 254×114×37UJ 152×127×37UJ 127×114×29UJ 127×114×27UJ 127×76×16UJ 114×114×27UJ 102×102×23

Learn more

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