CivilAxisCivilAxis
☕ Support🌐 Community

H-150x75x5x7 - Section Properties

The H-150x75x5x7 is a European narrow I-beam with a mass of 14 kg/m, an overall depth of 150 mm and width of 75 mm. It has a cross-sectional area of 17.8 cm², a second moment of area Iᵧ of 666 cm⁴, a plastic modulus Wₚₗ,ᵧ of 102 cm³, tabulated by CivilAxis from Continental Steel.

Mass
14 kg/m
Depth
150 mm
Width
75 mm
Area
17.8 cm²
Ask about capacity, buckling or detailing for H-150x75x5x7.
🔍 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-150x75x5x7

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

H-150x75x5x7 section properties to Continental Steel.

Geometry

Depth of sectionh150
Width of sectionb75
Web thicknesstw5
Flange thicknesstf7
Root fillet radiusr8
Depth between filletsd120

Mass and area

Mass per metremass14
Cross-sectional areaA17.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy666
Elastic section modulus about y-axisWel,y88.8
Plastic section modulus about y-axisWpl,y102
Radius of gyration about y-axisiy6.11

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz49.5
Elastic section modulus about z-axisWel,z13.2
Plastic section modulus about z-axisWpl,z20.8
Radius of gyration about z-axisiz1.67

Torsion and warping

Torsion constant (St Venant)It2.81
Warping constantIw0.003

Classification and stability

Flange local-buckling ratiocf/tf5.36
Web local-buckling ratiocw/tw24
Buckling parameteru0.876
Torsional indexX20.4

Detailing dimensions

End clearanceC5
Notch dimension NN45
Notch dimension nn15

Surface area

Surface area per metreSA/m0.576

Is H-150x75x5x7 strong enough?

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

Passes - 59% utilised, deflection governs
Bending30%
11.0 / 36.2 kNm
Shear8%
14.6 / 179.7 kN
Deflection59%
4.9 / 8.3 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-150x75x5x7

H-150x75x5x7 has a mass of 14 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 168 kg, which is the figure to use for a steel take-off or when checking a lift.

H-150x75x5x7 has a depth of 150 mm, a width of 75 mm, a web thickness of 5 mm, a flange thickness of 7 mm, with a cross-sectional area of 17.8 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 102 cm³, and the elastic modulus Wel,y is 88.8 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 36 kNm before any stability check.

The second moment of area about the major axis, Iy, is 666 cm⁴, and about the minor axis Iz is 49.5 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 = 5.36 for the flange and cw/tw = 24 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 6.11 cm about the major axis and iz is 1.67 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.67 cm a 0.2 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 2.81 cm⁴, and the warping constant Iw is 0.003 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-100x100x6x8-17.2H-125x60x6x8H-125x125x6.5x9-23.6H-125x125x6.5x9-23.8H-150x100x6x9-20.7H-150x100x6x9-21.1H-150x150x7x10-31.1H-150x150x7x10-31.5

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…