CivilAxisCivilAxis
☕ Support🌐 Community

H-125x60x6x8 - Section Properties

The H-125x60x6x8 is a European narrow I-beam with a mass of 13.2 kg/m, an overall depth of 125 mm and width of 60 mm. It has a cross-sectional area of 16.8 cm², a second moment of area Iᵧ of 413 cm⁴, a plastic modulus Wₚₗ,ᵧ of 77.6 cm³, tabulated by CivilAxis from Continental Steel.

Mass
13.2 kg/m
Depth
125 mm
Width
60 mm
Area
16.8 cm²
Ask about capacity, buckling or detailing for H-125x60x6x8.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
MB & MC section profile showing the dimension symbols used for H-125x60x6x8

Dimension symbols for MB & MC sections. Not to scale.

H-125x60x6x8 section properties to Continental Steel.

Geometry

Depth of sectionh125
Width of sectionb60
Web thicknesstw6
Flange thicknesstf8
Root fillet radiusr9
Depth between filletsd91

Mass and area

Mass per metremass13.2
Cross-sectional areaA16.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy413
Elastic section modulus about y-axisWel,y66.1
Plastic section modulus about y-axisWpl,y77.6
Radius of gyration about y-axisiy4.95

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz29.2
Elastic section modulus about z-axisWel,z9.75
Plastic section modulus about z-axisWpl,z15.7
Radius of gyration about z-axisiz1.32

Torsion and warping

Torsion constant (St Venant)It3.75
Warping constantIw0.001

Classification and stability

Flange local-buckling ratiocf/tf3.75
Web local-buckling ratiocw/tw15.2
Buckling parameteru0.872
Torsional indexX14

Detailing dimensions

End clearanceC5
Notch dimension NN37
Notch dimension nn17

Surface area

Surface area per metreSA/m0.463

Is H-125x60x6x8 strong enough?

Simply supported beam, uniform load, major-axis bending - to EN 1993-1-1.

Passes - 59% utilised, deflection governs
Bending30%
8.2 / 27.5 kNm
Shear7%
13.1 / 186.9 kN
Deflection59%
4.1 / 6.9 mm

Class 1 section. ULS uses γQ = 1.5 on the load you enter; deflection uses the unfactored load against L/360. Lateral-torsional buckling is not included - the compression flange is assumed restrained.

Common questions about H-125x60x6x8

H-125x60x6x8 has a mass of 13.2 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 158 kg, which is the figure to use for a steel take-off or when checking a lift.

H-125x60x6x8 has a depth of 125 mm, a width of 60 mm, a web thickness of 6 mm, a flange thickness of 8 mm, with a cross-sectional area of 16.8 cm². These are the nominal dimensions from Continental Steel; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 77.6 cm³, and the elastic modulus Wel,y is 66.1 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 28 kNm before any stability check.

The second moment of area about the major axis, Iy, is 413 cm⁴, and about the minor axis Iz is 29.2 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 = 3.75 for the flange and cw/tw = 15.2 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 4.95 cm about the major axis and iz is 1.32 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.32 cm a 0.1 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 3.75 cm⁴, and the warping constant Iw is 0.001 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 MB & MC sizes

H-100x50x5x7H-100x100x5x7H-100x100x6x8-16.9H-100x100x6x8-17.2H-125x125x6.5x9-23.6H-125x125x6.5x9-23.8H-150x75x5x7H-150x100x6x9-20.7

Learn more

📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)📘 IPE vs HE (HEA/HEB): choosing a European steel beam
All MB & MC sizes
Narrow I-Beams (MB & MC)
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…