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300 ASB 185 - Section Properties

The 300 ASB 185 is a asymmetric Slimflor beam with a mass of 185 kg/m, an overall depth of 320 mm and width of 305 mm. It has a cross-sectional area of 235 cm², a second moment of area Iᵧ of 35700 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2660 cm³, tabulated by CivilAxis from Tata Steel ASB (SCI P363 Blue Book).

Mass
185 kg/m
Depth
320 mm
Width
305 mm
Area
235 cm²
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ASB section profile showing the dimension symbols used for 300 ASB 185

Dimension symbols for ASB sections. Not to scale.

300 ASB 185 section properties to Tata Steel ASB.

Geometry

Depth of sectionh320
Width of sectionb305
Web thicknesstw32
Flange thicknesstf29
Root fillet radiusr27
Depth between filletsd208
Top flange widthbt195
Bottom flange widthbb305

Mass and area

Mass per metremass185
Cross-sectional areaA235

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy35700
Elastic section modulus about y-axisWel,y2540
Plastic section modulus about y-axisWpl,y2660
Radius of gyration about y-axisiy12.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz8750
Elastic section modulus about z-axisWel,z574
Plastic section modulus about z-axisWpl,z1030
Radius of gyration about z-axisiz6.1

Torsion and warping

Torsion constant (St Venant)It871
Warping constantIw1.2

Classification and stability

Flange local-buckling ratiocf/tf1.88
Web local-buckling ratiocw/tw6.5
Buckling parameteru0.82
Torsional indexX8.56
Mono-symmetry indexψ0.662

Surface area

Surface area per metreSA/m1.53
Surface area per tonneSA/t8.29m²/t

Common questions about 300 ASB 185

300 ASB 185 has a mass of 185 kg/m, tabulated to Tata Steel ASB. A 12 m length therefore weighs about 2220 kg, which is the figure to use for a steel take-off or when checking a lift.

300 ASB 185 has a depth of 320 mm, a width of 305 mm, a web thickness of 32 mm, a flange thickness of 29 mm, with a cross-sectional area of 235 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 2,660 cm³, and the elastic modulus Wel,y is 2,540 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 944 kNm before any stability check.

The second moment of area about the major axis, Iy, is 35,700 cm⁴, and about the minor axis Iz is 8,750 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 = 1.88 for the flange and cw/tw = 6.5 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 12.3 cm about the major axis and iz is 6.1 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.1 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 871 cm⁴, and the warping constant Iw is 1.2 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 155300 ASB 153280 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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