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UJ 102×102×23 - Section Properties

The UJ 102×102×23 is a universal joist with a mass of 23 kg/m, an overall depth of 101.6 mm and width of 101.6 mm. It has a cross-sectional area of 29.3 cm², a second moment of area Iᵧ of 486 cm⁴, a plastic modulus Wₚₗ,ᵧ of 113 cm³, tabulated by CivilAxis from BS 4-1:2005 (SCI P363 Blue Book).

Mass
23 kg/m
Depth
101.6 mm
Width
101.6 mm
Area
29.3 cm²
Ask about capacity, buckling or detailing for UJ 102×102×23.
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UJ section profile showing the dimension symbols used for UJ 102×102×23

Dimension symbols for UJ sections. Not to scale.

UJ 102×102×23 section properties to BS 4-1:2005.

Geometry

Depth of sectionh101.6
Width of sectionb101.6
Web thicknesstw9.5
Flange thicknesstf10.3
Root fillet radiusr11.1
Toe radiusr23.2
Depth between filletsd55.2

Mass and area

Mass per metremass23
Cross-sectional areaA29.3

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy486
Elastic section modulus about y-axisWel,y95.6
Plastic section modulus about y-axisWpl,y113
Radius of gyration about y-axisiy4.07

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz154
Elastic section modulus about z-axisWel,z30.3
Plastic section modulus about z-axisWpl,z50.6
Radius of gyration about z-axisiz2.29

Torsion and warping

Torsion constant (St Venant)It14.2
Warping constantIw0.00321

Classification and stability

Flange local-buckling ratiocf/tf3.39
Web local-buckling ratiocw/tw5.81
Buckling parameteru0.836
Torsional indexX7.4

Detailing dimensions

End clearanceC7
Notch dimension NN54
Notch dimension nn24

Surface area

Surface area per metreSA/m0.549
Surface area per tonneSA/t23.9m²/t

Is UJ 102×102×23 strong enough?

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

Passes - 59% utilised, deflection governs
Bending30%
12.0 / 40.1 kNm
Shear10%
24.0 / 238.5 kN
Deflection59%
3.3 / 5.6 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 UJ 102×102×23

UJ 102×102×23 has a mass of 23 kg/m, tabulated to BS 4-1:2005. A 12 m length therefore weighs about 276 kg, which is the figure to use for a steel take-off or when checking a lift.

UJ 102×102×23 has a depth of 101.6 mm, a width of 101.6 mm, a web thickness of 9.5 mm, a flange thickness of 10.3 mm, with a cross-sectional area of 29.3 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 113 cm³, and the elastic modulus Wel,y is 95.6 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 40 kNm before any stability check.

The second moment of area about the major axis, Iy, is 486 cm⁴, and about the minor axis Iz is 154 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 = 5.81 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 4.07 cm about the major axis and iz is 2.29 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.29 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 14.2 cm⁴, and the warping constant Iw is 0.00321 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 127×114×29UJ 127×114×27UJ 127×76×16UJ 114×114×27UJ 102×44×7UJ 89×89×19UJ 76×76×15UJ 76×76×13

Learn more

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