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280 ASB 124 - Section Properties

The 280 ASB 124 is a asymmetric Slimflor beam with a mass of 124 kg/m, an overall depth of 296 mm and width of 288 mm. It has a cross-sectional area of 158 cm², a second moment of area Iᵧ of 23500 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1730 cm³, tabulated by CivilAxis from Tata Steel ASB (SCI P363 Blue Book).

Mass
124 kg/m
Depth
296 mm
Width
288 mm
Area
158 cm²
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ASB section profile showing the dimension symbols used for 280 ASB 124

Dimension symbols for ASB sections. Not to scale.

280 ASB 124 section properties to Tata Steel ASB.

Geometry

Depth of sectionh296
Width of sectionb288
Web thicknesstw13
Flange thicknesstf26
Root fillet radiusr24
Depth between filletsd196
Top flange widthbt178
Bottom flange widthbb288

Mass and area

Mass per metremass124
Cross-sectional areaA158

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy23500
Elastic section modulus about y-axisWel,y1900
Plastic section modulus about y-axisWpl,y1730
Radius of gyration about y-axisiy12.2

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz6410
Elastic section modulus about z-axisWel,z445
Plastic section modulus about z-axisWpl,z761
Radius of gyration about z-axisiz6.37

Torsion and warping

Torsion constant (St Venant)It332
Warping constantIw0.721

Classification and stability

Flange local-buckling ratiocf/tf2.25
Web local-buckling ratiocw/tw15.1
Buckling parameteru0.83
Torsional indexX10.5
Mono-symmetry indexψ0.807

Surface area

Surface area per metreSA/m1.46
Surface area per tonneSA/t11.8m²/t

Common questions about 280 ASB 124

280 ASB 124 has a mass of 124 kg/m, tabulated to Tata Steel ASB. A 12 m length therefore weighs about 1488 kg, which is the figure to use for a steel take-off or when checking a lift.

280 ASB 124 has a depth of 296 mm, a width of 288 mm, a web thickness of 13 mm, a flange thickness of 26 mm, with a cross-sectional area of 158 cm². These are the nominal dimensions from Tata Steel ASB; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 1,730 cm³, and the elastic modulus Wel,y is 1,900 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 614 kNm before any stability check.

The second moment of area about the major axis, Iy, is 23,500 cm⁴, and about the minor axis Iz is 6,410 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 = 2.25 for the flange and cw/tw = 15.1 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 12.2 cm about the major axis and iz is 6.37 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.37 cm a 0.6 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 332 cm⁴, and the warping constant Iw is 0.721 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 ASB sizes

300 ASB 196300 ASB 185300 ASB 155300 ASB 153280 ASB 136280 ASB 105280 ASB 100280 ASB 74

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📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)
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