CivilAxisCivilAxis
☕ Support🌐 Community

UJ 114×114×27 - Section Properties

The UJ 114×114×27 is a universal joist with a mass of 27.1 kg/m, an overall depth of 114.3 mm and width of 114.3 mm. It has a cross-sectional area of 34.5 cm², a second moment of area Iᵧ of 736 cm⁴, a plastic modulus Wₚₗ,ᵧ of 151 cm³, tabulated by CivilAxis from BS 4-1:2005 (SCI P363 Blue Book).

Mass
27.1 kg/m
Depth
114.3 mm
Width
114.3 mm
Area
34.5 cm²
Ask about capacity, buckling or detailing for UJ 114×114×27.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
UJ section profile showing the dimension symbols used for UJ 114×114×27

Dimension symbols for UJ sections. Not to scale.

UJ 114×114×27 section properties to BS 4-1:2005.

Geometry

Depth of sectionh114.3
Width of sectionb114.3
Web thicknesstw9.5
Flange thicknesstf10.7
Root fillet radiusr14.2
Toe radiusr23.2
Depth between filletsd60.8

Mass and area

Mass per metremass27.1
Cross-sectional areaA34.5

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy736
Elastic section modulus about y-axisWel,y129
Plastic section modulus about y-axisWpl,y151
Radius of gyration about y-axisiy4.62

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz224
Elastic section modulus about z-axisWel,z39.2
Plastic section modulus about z-axisWpl,z65.8
Radius of gyration about z-axisiz2.55

Torsion and warping

Torsion constant (St Venant)It18.9
Warping constantIw0.00601

Classification and stability

Flange local-buckling ratiocf/tf3.57
Web local-buckling ratiocw/tw6.4
Buckling parameteru0.839
Torsional indexX7.9

Detailing dimensions

End clearanceC7
Notch dimension NN60
Notch dimension nn28

Surface area

Surface area per metreSA/m0.618
Surface area per tonneSA/t22.8m²/t

Is UJ 114×114×27 strong enough?

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

Passes - 62% utilised, deflection governs
Bending28%
15.2 / 53.6 kNm
Shear8%
24.4 / 288.9 kN
Deflection62%
4.3 / 6.9 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 114×114×27

UJ 114×114×27 has a mass of 27.1 kg/m, tabulated to BS 4-1:2005. A 12 m length therefore weighs about 325 kg, which is the figure to use for a steel take-off or when checking a lift.

UJ 114×114×27 has a depth of 114.3 mm, a width of 114.3 mm, a web thickness of 9.5 mm, a flange thickness of 10.7 mm, with a cross-sectional area of 34.5 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 151 cm³, and the elastic modulus Wel,y is 129 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 54 kNm before any stability check.

The second moment of area about the major axis, Iy, is 736 cm⁴, and about the minor axis Iz is 224 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 = 3.57 for the flange and cw/tw = 6.4 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 4.62 cm about the major axis and iz is 2.55 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.55 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 18.9 cm⁴, and the warping constant Iw is 0.00601 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 152×127×37UJ 127×114×29UJ 127×114×27UJ 127×76×16UJ 102×102×23UJ 102×44×7UJ 89×89×19UJ 76×76×15

Learn more

📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)📘 IPE vs HE (HEA/HEB): choosing a European steel beam
All UJ sizes
Universal Joists (UJ)
Full steel section tables
Every UB, UC, hollow, channel & angle section
Open the interactive tool
Search, compare & run EC3 capacity checks
Rate this
No ratings yet
Sign in to join the discussion.
Loading…