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HE 600 A vs H-600x300x14x23-175

HE 600 A is an HE section from the European (Continental) range; H-600x300x14x23-175 is the closest equivalent in the European (Continental) range. HE 600 A carries more bending: 5350 cm³ of plastic modulus against 5197 cm³, 2.9% more. They weigh essentially the same, 178 kg/m and 175 kg/m. Both are about 592 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 600 A
HE
H-600x300x14x23-175
MB & MC
Difference
Mass178 kg/m175 kg/m+1.7%
Depth590 mm594 mm-0.7%
Width300 mm302 mm-0.7%
Web thickness13 mm14 mm-7.1%
Flange thickness25 mm23 mm+8.7%
Area226 cm²222 cm²+1.8%
Second moment, major (Iy)141,000 cm⁴137,300 cm⁴+2.7%
Plastic modulus, major (Wpl,y)5,350 cm³5,197 cm³+2.9%
Elastic modulus, major (Wel,y)4,790 cm³4,624 cm³+3.6%
Second moment, minor (Iz)11,300 cm⁴10,590 cm⁴+6.7%
Plastic modulus, minor (Wpl,z)1,160 cm³1,085 cm³+6.9%
Radius of gyration, minor (iz)7.05 cm6.9 cm+2.2%
Torsion constant (It)407 cm⁴356 cm⁴+14.3%

HE 600 A to EN 10365 · Continental Steel; H-600x300x14x23-175 to Continental Steel. Difference is expressed relative to H-600x300x14x23-175.

How to choose between them

On stiffness, HE 600 A has the larger second moment of area: 141,000 cm⁴ against 137,300 cm⁴, a difference of 2.7%. 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 (30.1 against 29.7 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, HE 600 A is the stronger section and H-600x300x14x23-175 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

HE 600 A is the stronger of the two in bending, with a plastic modulus of 5350 cm³ against 5197 cm³ - 2.9% 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 600 A is 178 kg/m and H-600x300x14x23-175 is 175 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-600x300x14x23-175 gives 5197 cm³ of plastic modulus and 137,300 cm⁴ of inertia against 5350 cm³ and 141,000 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

HE 600 A, with a second moment of area of 141,000 cm⁴ against 137,300 cm⁴ (2.7% 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

W 24X117 vs HE 600 AW 24X117 vs H-600x300x14x23-175HE 600 A vs IPE V 600
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