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UJ 76×76×15 - Section Properties

The UJ 76×76×15 is a universal joist with a mass of 15 kg/m, an overall depth of 76.2 mm and width of 80 mm. It has a cross-sectional area of 19.1 cm², a second moment of area Iᵧ of 172 cm⁴, a plastic modulus Wₚₗ,ᵧ of 54.2 cm³, tabulated by CivilAxis from BS 4-1:2005 (SCI P363 Blue Book).

Mass
15 kg/m
Depth
76.2 mm
Width
80 mm
Area
19.1 cm²
Ask about capacity, buckling or detailing for UJ 76×76×15.
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UJ section profile showing the dimension symbols used for UJ 76×76×15

Dimension symbols for UJ sections. Not to scale.

UJ 76×76×15 section properties to BS 4-1:2005.

Geometry

Depth of sectionh76.2
Width of sectionb80
Web thicknesstw8.9
Flange thicknesstf8.4
Root fillet radiusr9.4
Toe radiusr24.6
Depth between filletsd38.1

Mass and area

Mass per metremass15
Cross-sectional areaA19.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy172
Elastic section modulus about y-axisWel,y45.2
Plastic section modulus about y-axisWpl,y54.2
Radius of gyration about y-axisiy3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz60.9
Elastic section modulus about z-axisWel,z15.2
Plastic section modulus about z-axisWpl,z25.8
Radius of gyration about z-axisiz1.78

Torsion and warping

Torsion constant (St Venant)It6.83
Warping constantIw0.0007

Classification and stability

Flange local-buckling ratiocf/tf3.11
Web local-buckling ratiocw/tw4.28
Buckling parameteru0.82
Torsional indexX6.4

Detailing dimensions

End clearanceC6
Notch dimension NN42
Notch dimension nn20

Surface area

Surface area per metreSA/m0.419
Surface area per tonneSA/t27.9m²/t

Is UJ 76×76×15 strong enough?

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

Passes - 61% utilised, deflection governs
Bending31%
5.9 / 19.2 kNm
Shear10%
15.8 / 163.7 kN
Deflection61%
2.6 / 4.2 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 76×76×15

UJ 76×76×15 has a mass of 15 kg/m, tabulated to BS 4-1:2005. A 12 m length therefore weighs about 180 kg, which is the figure to use for a steel take-off or when checking a lift.

UJ 76×76×15 has a depth of 76.2 mm, a width of 80 mm, a web thickness of 8.9 mm, a flange thickness of 8.4 mm, with a cross-sectional area of 19.1 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 54.2 cm³, and the elastic modulus Wel,y is 45.2 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 19 kNm before any stability check.

The second moment of area about the major axis, Iy, is 172 cm⁴, and about the minor axis Iz is 60.9 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 = 3.11 for the flange and cw/tw = 4.28 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 3 cm about the major axis and iz is 1.78 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.78 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 6.83 cm⁴, and the warping constant Iw is 0.0007 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 102×44×7UJ 89×89×19UJ 76×76×13

Learn more

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