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Tee 152×76×22 - Section Properties

The Tee 152×76×22 is a structural tee with a mass of 22 kg/m, an overall depth of 83 mm and width of 155.9 mm. It has a cross-sectional area of 28 cm², a second moment of area Iᵧ of 116 cm⁴, a plastic modulus Wₚₗ,ᵧ of 34 cm³, tabulated by CivilAxis from BS EN 10365:2017 (SCI P363 Blue Book).

Mass
22 kg/m
Depth
83 mm
Width
155.9 mm
Area
28 cm²
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Tees (from UC) section profile showing the dimension symbols used for Tee 152×76×22

Dimension symbols for Tees (from UC) sections. Not to scale.

Tee 152×76×22 section properties to BS EN 10365:2017.

Geometry

Depth of sectionh83
Width of sectionb155.9
Web thicknesstw9.5
Flange thicknesstf13.6
Root fillet radiusr7.6

Mass and area

Mass per metremass22
Cross-sectional areaA28

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy116
Elastic section modulus about y-axisWel,y17.5
Plastic section modulus about y-axisWpl,y34
Radius of gyration about y-axisiy2.04
Elastic section modulus at flange faceWel,y flange70
Elastic section modulus at toeWel,y toe17.5

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz430
Elastic section modulus about z-axisWel,z55.2
Plastic section modulus about z-axisWpl,z84.4
Radius of gyration about z-axisiz3.92

Torsion and warping

Torsion constant (St Venant)It15.8
Warping constantIw76.7

Classification and stability

Flange local-buckling ratiocf/tf4.82
Web local-buckling ratiocw/tw8.74
Mono-symmetry indexψ0.281

Detailing dimensions

Centroid distance from back of leg (y)cy1.66

Common questions about Tee 152×76×22

Tee 152×76×22 has a mass of 22 kg/m, tabulated to BS EN 10365:2017. A 12 m length therefore weighs about 264 kg, which is the figure to use for a steel take-off or when checking a lift.

Tee 152×76×22 has a depth of 83 mm, a width of 155.9 mm, a web thickness of 9.5 mm, a flange thickness of 13.6 mm, with a cross-sectional area of 28 cm². These are the nominal dimensions from BS EN 10365:2017; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 34 cm³, and the elastic modulus Wel,y is 17.5 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 12 kNm before any stability check.

The second moment of area about the major axis, Iy, is 116 cm⁴, and about the minor axis Iz is 430 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 = 4.82 for the flange and cw/tw = 8.74 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 2.04 cm about the major axis and iz is 3.92 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.92 cm a 0.4 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 15.8 cm⁴, and the warping constant Iw is 76.7 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 Tees (from UC) sizes

Tee 203×102×36Tee 203×102×30Tee 203×102×26Tee 203×102×23Tee 152×76×26Tee 152×76×19Tee 152×76×15Tee 152×76×12

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