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300 ASB 153 - Section Properties

The 300 ASB 153 is a asymmetric Slimflor beam with a mass of 153 kg/m, an overall depth of 310 mm and width of 300 mm. It has a cross-sectional area of 195 cm², a second moment of area Iᵧ of 28400 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2160 cm³, tabulated by CivilAxis from Tata Steel ASB (SCI P363 Blue Book).

Mass
153 kg/m
Depth
310 mm
Width
300 mm
Area
195 cm²
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ASB section profile showing the dimension symbols used for 300 ASB 153

Dimension symbols for ASB sections. Not to scale.

300 ASB 153 section properties to Tata Steel ASB.

Geometry

Depth of sectionh310
Width of sectionb300
Web thicknesstw27
Flange thicknesstf24
Root fillet radiusr27
Depth between filletsd208
Top flange widthbt190
Bottom flange widthbb300

Mass and area

Mass per metremass153
Cross-sectional areaA195

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy28400
Elastic section modulus about y-axisWel,y2090
Plastic section modulus about y-axisWpl,y2160
Radius of gyration about y-axisiy12.1

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz6840
Elastic section modulus about z-axisWel,z456
Plastic section modulus about z-axisWpl,z817
Radius of gyration about z-axisiz5.93

Torsion and warping

Torsion constant (St Venant)It513
Warping constantIw0.895

Classification and stability

Flange local-buckling ratiocf/tf2.27
Web local-buckling ratiocw/tw7.7
Buckling parameteru0.82
Torsional indexX9.97
Mono-symmetry indexψ0.643

Surface area

Surface area per metreSA/m1.5
Surface area per tonneSA/t9.81m²/t

Common questions about 300 ASB 153

300 ASB 153 has a mass of 153 kg/m, tabulated to Tata Steel ASB. A 12 m length therefore weighs about 1836 kg, which is the figure to use for a steel take-off or when checking a lift.

300 ASB 153 has a depth of 310 mm, a width of 300 mm, a web thickness of 27 mm, a flange thickness of 24 mm, with a cross-sectional area of 195 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 2,160 cm³, and the elastic modulus Wel,y is 2,090 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 767 kNm before any stability check.

The second moment of area about the major axis, Iy, is 28,400 cm⁴, and about the minor axis Iz is 6,840 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 = 2.27 for the flange and cw/tw = 7.7 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 12.1 cm about the major axis and iz is 5.93 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.93 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 513 cm⁴, and the warping constant Iw is 0.895 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 249300 ASB 196300 ASB 185300 ASB 155280 ASB 136280 ASB 124280 ASB 105280 ASB 100

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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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