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UJ 102×44×7 - Section Properties

The UJ 102×44×7 is a universal joist with a mass of 7.5 kg/m, an overall depth of 101.6 mm and width of 44.5 mm. It has a cross-sectional area of 9.5 cm², a second moment of area Iᵧ of 153 cm⁴, a plastic modulus Wₚₗ,ᵧ of 35.4 cm³, tabulated by CivilAxis from BS 4-1:2005 (SCI P363 Blue Book).

Mass
7.5 kg/m
Depth
101.6 mm
Width
44.5 mm
Area
9.5 cm²
Ask about capacity, buckling or detailing for UJ 102×44×7.
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UJ section profile showing the dimension symbols used for UJ 102×44×7

Dimension symbols for UJ sections. Not to scale.

UJ 102×44×7 section properties to BS 4-1:2005.

Geometry

Depth of sectionh101.6
Width of sectionb44.5
Web thicknesstw4.3
Flange thicknesstf6.1
Root fillet radiusr6.9
Toe radiusr23.3
Depth between filletsd74.6

Mass and area

Mass per metremass7.5
Cross-sectional areaA9.5

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy153
Elastic section modulus about y-axisWel,y30.1
Plastic section modulus about y-axisWpl,y35.4
Radius of gyration about y-axisiy4.01

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz7.82
Elastic section modulus about z-axisWel,z3.51
Plastic section modulus about z-axisWpl,z6.03
Radius of gyration about z-axisiz0.907

Torsion and warping

Torsion constant (St Venant)It1.25
Warping constantIw0.000178

Classification and stability

Flange local-buckling ratiocf/tf2.16
Web local-buckling ratiocw/tw17.3
Buckling parameteru0.872
Torsional indexX14.9

Detailing dimensions

End clearanceC4
Notch dimension NN28
Notch dimension nn14

Surface area

Surface area per metreSA/m0.35
Surface area per tonneSA/t46.6m²/t

Is UJ 102×44×7 strong enough?

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

Passes - 58% utilised, deflection governs
Bending30%
3.8 / 12.6 kNm
Shear7%
7.5 / 106.1 kN
Deflection58%
3.2 / 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 102×44×7

UJ 102×44×7 has a mass of 7.5 kg/m, tabulated to BS 4-1:2005. A 12 m length therefore weighs about 90 kg, which is the figure to use for a steel take-off or when checking a lift.

UJ 102×44×7 has a depth of 101.6 mm, a width of 44.5 mm, a web thickness of 4.3 mm, a flange thickness of 6.1 mm, with a cross-sectional area of 9.5 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 35.4 cm³, and the elastic modulus Wel,y is 30.1 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 13 kNm before any stability check.

The second moment of area about the major axis, Iy, is 153 cm⁴, and about the minor axis Iz is 7.82 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 = 2.16 for the flange and cw/tw = 17.3 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 4.01 cm about the major axis and iz is 0.907 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 0.907 cm a 0.1 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 1.25 cm⁴, and the warping constant Iw is 0.000178 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 102×102×23UJ 89×89×19UJ 76×76×15UJ 76×76×13

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