CivilAxisCivilAxis
☕ Support🌐 Community

HE 400 A vs H-400x300x12x19

HE 400 A is an HE section from the European (Continental) range; H-400x300x12x19 is the closest equivalent in the European (Continental) range. H-400x300x12x19 carries more bending: 2620 cm³ of plastic modulus against 2560 cm³, 2.3% more. They weigh essentially the same, 125 kg/m and 127 kg/m. Both are about 393 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 400 A
HE
H-400x300x12x19
MB & MC
Difference
Mass125 kg/m127 kg/m-1.6%
Depth390 mm396 mm-1.5%
Width300 mm302 mm-0.7%
Web thickness11 mm12 mm-8.3%
Flange thickness19 mm19 mmsame
Area159 cm²162 cm²-1.9%
Second moment, major (Iy)45,100 cm⁴46,660 cm⁴-3.3%
Plastic modulus, major (Wpl,y)2,560 cm³2,620 cm³-2.3%
Elastic modulus, major (Wel,y)2,310 cm³2,357 cm³-2.0%
Second moment, minor (Iz)8,560 cm⁴8,735 cm⁴-2.0%
Plastic modulus, minor (Wpl,z)873 cm³884 cm³-1.2%
Radius of gyration, minor (iz)7.34 cm7.35 cm-0.1%
Torsion constant (It)193 cm⁴185 cm⁴+4.3%

HE 400 A to EN 10365 · Continental Steel; H-400x300x12x19 to Continental Steel. Difference is expressed relative to H-400x300x12x19.

How to choose between them

On stiffness, H-400x300x12x19 has the larger second moment of area: 46,660 cm⁴ against 45,100 cm⁴, a difference of 3.3%. This matters more often than the strength comparison, because on normal floor spans deflection rather than bending capacity sets the beam size - so if the two are close on modulus but apart on inertia, the stiffer one is usually the better answer even when it is not the stronger one.

Measured as bending capacity per kilogram, the two are equally efficient (20.5 against 20.6 cm³ per kg/m), so on a pure steel-tonnage basis there is nothing to choose between them. The decision comes down to availability, connection detailing and what the rest of the frame uses.

In short, H-400x300x12x19 is the stronger section and HE 400 A is the lighter one; where those are the same section, it is the clear choice, and where they are not, decide on whether your design is governed by capacity or by tonnage.

Common questions

H-400x300x12x19 is the stronger of the two in bending, with a plastic modulus of 2620 cm³ against 2560 cm³ - 2.3% more. At the same steel grade that translates directly into moment capacity, since M_pl,Rd = W_pl x f_y / gamma_M0.

Neither meaningfully: HE 400 A is 125 kg/m and H-400x300x12x19 is 127 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-400x300x12x19 gives 2620 cm³ of plastic modulus and 46,660 cm⁴ of inertia against 2560 cm³ and 45,100 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-400x300x12x19, with a second moment of area of 46,660 cm⁴ against 45,100 cm⁴ (3.3% more). Deflection under a uniform load goes as 5wL⁴/384EI, so it is inversely proportional to I - on a span where the deflection limit governs rather than strength, this is the number that decides the section.

Related comparisons

HE 400 A vs HP 16X88
Rate this
No ratings yet
Sign in to join the discussion.
Loading…