CivilAxisCivilAxis
☕ Support🌐 Community

280 ASB 74 - Section Properties

The 280 ASB 74 is a asymmetric Slimflor beam with a mass of 73.6 kg/m, an overall depth of 272 mm and width of 285 mm. It has a cross-sectional area of 93.7 cm², a second moment of area Iᵧ of 12200 cm⁴, a plastic modulus Wₚₗ,ᵧ of 978 cm³, tabulated by CivilAxis from Tata Steel ASB (SCI P363 Blue Book).

Mass
73.6 kg/m
Depth
272 mm
Width
285 mm
Area
93.7 cm²
Ask about capacity, buckling or detailing for 280 ASB 74.
🔍 Open the full Steel Catalogue →
or pick a unit on any row
ASB section profile showing the dimension symbols used for 280 ASB 74

Dimension symbols for ASB sections. Not to scale.

280 ASB 74 section properties to Tata Steel ASB.

Geometry

Depth of sectionh272
Width of sectionb285
Web thicknesstw10
Flange thicknesstf14
Root fillet radiusr24
Depth between filletsd196
Top flange widthbt175
Bottom flange widthbb285

Mass and area

Mass per metremass73.6
Cross-sectional areaA93.7

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy12200
Elastic section modulus about y-axisWel,y1060
Plastic section modulus about y-axisWpl,y978
Radius of gyration about y-axisiy11.4

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz3330
Elastic section modulus about z-axisWel,z234
Plastic section modulus about z-axisWpl,z403
Radius of gyration about z-axisiz5.96

Torsion and warping

Torsion constant (St Venant)It72
Warping constantIw0.338

Classification and stability

Flange local-buckling ratiocf/tf4.18
Web local-buckling ratiocw/tw19.6
Buckling parameteru0.83
Torsional indexX16.7
Mono-symmetry indexψ0.699

Surface area

Surface area per metreSA/m1.4
Surface area per tonneSA/t19.1m²/t

Common questions about 280 ASB 74

280 ASB 74 has a mass of 73.6 kg/m, tabulated to Tata Steel ASB. A 12 m length therefore weighs about 883 kg, which is the figure to use for a steel take-off or when checking a lift.

280 ASB 74 has a depth of 272 mm, a width of 285 mm, a web thickness of 10 mm, a flange thickness of 14 mm, with a cross-sectional area of 93.7 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 978 cm³, and the elastic modulus Wel,y is 1,060 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 347 kNm before any stability check.

The second moment of area about the major axis, Iy, is 12,200 cm⁴, and about the minor axis Iz is 3,330 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 = 4.18 for the flange and cw/tw = 19.6 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 11.4 cm about the major axis and iz is 5.96 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.96 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 72 cm⁴, and the warping constant Iw is 0.338 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 105280 ASB 100

Learn more

📘 How to read a steel section table (UB, UC, IPE, HE) →📘 Section modulus explained: elastic (Wel) vs plastic (Wpl) →
All ASB sizes →
Asymmetric Slimflor Beams (ASB)
Full steel section tables →
Every UB, UC, hollow, channel & angle section
Open the interactive tool →
Search, compare & run EC3 capacity checks
Rate this
No ratings yet
Sign in to join the discussion.
Loading…