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280 ASB 105 - Section Properties

The 280 ASB 105 is a asymmetric Slimflor beam with a mass of 105 kg/m, an overall depth of 288 mm and width of 286 mm. It has a cross-sectional area of 133 cm², a second moment of area Iᵧ of 19200 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1440 cm³, tabulated by CivilAxis from Tata Steel ASB (SCI P363 Blue Book).

Mass
105 kg/m
Depth
288 mm
Width
286 mm
Area
133 cm²
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ASB section profile showing the dimension symbols used for 280 ASB 105

Dimension symbols for ASB sections. Not to scale.

280 ASB 105 section properties to Tata Steel ASB.

Geometry

Depth of sectionh288
Width of sectionb286
Web thicknesstw11
Flange thicknesstf22
Root fillet radiusr24
Depth between filletsd196
Top flange widthbt176
Bottom flange widthbb286

Mass and area

Mass per metremass105
Cross-sectional areaA133

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy19200
Elastic section modulus about y-axisWel,y1610
Plastic section modulus about y-axisWpl,y1440
Radius of gyration about y-axisiy12

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz5300
Elastic section modulus about z-axisWel,z370
Plastic section modulus about z-axisWpl,z633
Radius of gyration about z-axisiz6.3

Torsion and warping

Torsion constant (St Venant)It207
Warping constantIw0.574

Classification and stability

Flange local-buckling ratiocf/tf2.66
Web local-buckling ratiocw/tw17.8
Buckling parameteru0.83
Torsional indexX12.1
Mono-symmetry indexψ0.777

Surface area

Surface area per metreSA/m1.44
Surface area per tonneSA/t13.7m²/t

Common questions about 280 ASB 105

280 ASB 105 has a mass of 105 kg/m, tabulated to Tata Steel ASB. A 12 m length therefore weighs about 1260 kg, which is the figure to use for a steel take-off or when checking a lift.

280 ASB 105 has a depth of 288 mm, a width of 286 mm, a web thickness of 11 mm, a flange thickness of 22 mm, with a cross-sectional area of 133 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 1,440 cm³, and the elastic modulus Wel,y is 1,610 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 511 kNm before any stability check.

The second moment of area about the major axis, Iy, is 19,200 cm⁴, and about the minor axis Iz is 5,300 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 = 2.66 for the flange and cw/tw = 17.8 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 cm about the major axis and iz is 6.3 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.3 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 207 cm⁴, and the warping constant Iw is 0.574 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 124280 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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