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UJ 152×127×37 - Section Properties

The UJ 152×127×37 is a universal joist with a mass of 37.3 kg/m, an overall depth of 152.4 mm and width of 127 mm. It has a cross-sectional area of 47.5 cm², a second moment of area Iᵧ of 1820 cm⁴, a plastic modulus Wₚₗ,ᵧ of 279 cm³, tabulated by CivilAxis from BS 4-1:2005 (SCI P363 Blue Book).

Mass
37.3 kg/m
Depth
152.4 mm
Width
127 mm
Area
47.5 cm²
Ask about capacity, buckling or detailing for UJ 152×127×37.
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UJ section profile showing the dimension symbols used for UJ 152×127×37

Dimension symbols for UJ sections. Not to scale.

UJ 152×127×37 section properties to BS 4-1:2005.

Geometry

Depth of sectionh152.4
Width of sectionb127
Web thicknesstw10.4
Flange thicknesstf13.2
Root fillet radiusr13.5
Toe radiusr26.6
Depth between filletsd94.3

Mass and area

Mass per metremass37.3
Cross-sectional areaA47.5

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy1820
Elastic section modulus about y-axisWel,y239
Plastic section modulus about y-axisWpl,y279
Radius of gyration about y-axisiy6.19

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz378
Elastic section modulus about z-axisWel,z59.6
Plastic section modulus about z-axisWpl,z99.8
Radius of gyration about z-axisiz2.82

Torsion and warping

Torsion constant (St Venant)It33.9
Warping constantIw0.0183

Classification and stability

Flange local-buckling ratiocf/tf3.39
Web local-buckling ratiocw/tw9.07
Buckling parameteru0.867
Torsional indexX9.3

Detailing dimensions

End clearanceC7
Notch dimension NN66
Notch dimension nn30

Surface area

Surface area per metreSA/m0.737
Surface area per tonneSA/t19.8m²/t

Is UJ 152×127×37 strong enough?

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

Passes - 60% utilised, deflection governs
Bending31%
30.4 / 99.0 kNm
Shear10%
40.5 / 387.6 kN
Deflection60%
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 UJ 152×127×37

UJ 152×127×37 has a mass of 37.3 kg/m, tabulated to BS 4-1:2005. A 12 m length therefore weighs about 448 kg, which is the figure to use for a steel take-off or when checking a lift.

UJ 152×127×37 has a depth of 152.4 mm, a width of 127 mm, a web thickness of 10.4 mm, a flange thickness of 13.2 mm, with a cross-sectional area of 47.5 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 279 cm³, and the elastic modulus Wel,y is 239 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 99 kNm before any stability check.

The second moment of area about the major axis, Iy, is 1,820 cm⁴, and about the minor axis Iz is 378 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 = 3.39 for the flange and cw/tw = 9.07 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 6.19 cm about the major axis and iz is 2.82 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.82 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 33.9 cm⁴, and the warping constant Iw is 0.0183 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 203×152×52UJ 127×114×29UJ 127×114×27UJ 127×76×16UJ 114×114×27UJ 102×102×23

Learn more

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