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W 12X72 vs HP 12X74

W 12X72 is an W section from the American AISC Shapes Database; HP 12X74 is the closest equivalent in the American AISC Shapes Database. W 12X72 carries more bending: 1769.8 cm³ of plastic modulus against 1720.6 cm³, 2.9% more. W 12X72 is the lighter of the two at 107.1 kg/m against 110.1 kg/m, a saving of 2.7% on steel weight. Both are about 310 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyW 12X72
W
HP 12X74
HP
Difference
Mass107.1 kg/m110.1 kg/m-2.7%
Depth312.4 mm307.3 mm+1.7%
Width304.8 mm309.9 mm-1.6%
Web thickness10.9 mm15.4 mm-29.2%
Flange thickness17 mm15.5 mm+9.7%
Area136.1 cm²140.6 cm²-3.2%
Second moment, major (Iy)24,849 cm⁴23,684 cm⁴+4.9%
Plastic modulus, major (Wpl,y)1,769.8 cm³1,720.6 cm³+2.9%
Elastic modulus, major (Wel,y)1,596.1 cm³1,537.1 cm³+3.8%
Second moment, minor (Iz)8,117 cm⁴7,742 cm⁴+4.8%
Plastic modulus, minor (Wpl,z)806.24 cm³763.64 cm³+5.6%
Radius of gyration, minor (iz)7.72 cm7.42 cm+4.0%
Torsion constant (It)122 cm⁴124 cm⁴-1.6%

W 12X72 to AISC Shapes Database v16.0; HP 12X74 to AISC Shapes Database v16.0. Difference is expressed relative to HP 12X74.

How to choose between them

On stiffness, W 12X72 has the larger second moment of area: 24,849 cm⁴ against 23,684 cm⁴, a difference of 4.9%. 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 of steel, W 12X72 is the more efficient section: 16.5 against 15.6 cm³ per kg/m, 5.7% better. Over a floor of repeated beams that difference is real tonnage, though it is often outweighed by whichever section the fabricator can actually source.

In short, W 12X72 is the stronger section and W 12X72 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

W 12X72 is the stronger of the two in bending, with a plastic modulus of 1769.8 cm³ against 1720.6 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.

W 12X72 at 107.1 kg/m, against 110.1 kg/m for the other - a saving of 2.7%. Over a repeated floor beam that is a real cost difference, but check it against the deflection case before taking it.

Structurally it is the closest equivalent we hold: HP 12X74 gives 1720.6 cm³ of plastic modulus and 23,684 cm⁴ of inertia against 1769.8 cm³ and 24,849 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

W 12X72, with a second moment of area of 24,849 cm⁴ against 23,684 cm⁴ (4.9% 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 12X72 vs H-300x300x11x17HE 320 A vs HP 12X74
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