150 x 150 x 10 EA
EA · AS/NZS 3679.1 · Australia / New Zealand
150 x 150 x 10 EA is a ea 150.0 mm deep with a 150.0 mm flange, weighing 21.9 kg/m. The dimensions below are the published AS/NZS 3679.1 values; the drawing is generated from them.
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Published dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth, d | 150.0 mm | 5.91 in |
| Flange width, bf | 150.0 mm | 5.91 in |
| Flange thickness, tf | — mm | — in |
| Web thickness, tw | 9.5 mm | 0.374 in |
| Mass per metre | 21.9 kg/m | 14.7 lb/ft |
| Area, A | 2,790 mm² | 4.32 in² |
| Second moment, Ix | 6,045,000 mm⁴ | 14.5 in⁴ |
| Second moment, Iy | 6,045,000 mm⁴ | 14.5 in⁴ |
| Principal maximum, Imax | 9,610,000 mm⁴ | 23.1 in⁴ |
| Principal minimum, Imin | 2,480,000 mm⁴ | 6.0 in⁴ |
Derived section properties
Integrated from the section's own outline including the root and toe radii, whose arcs are integrated analytically rather than approximated by facets. For 150 x 150 x 10 EA the computed area agrees with the published value to 0.17% and Ix to 0.01%. Where a value is also published, the published one above is the one to quote.
| Property | Value |
|---|---|
| Elastic modulus, Zx | 55,201 mm³ |
| Elastic modulus, Zy | 55,201 mm³ |
| Plastic modulus, Sx | 99,881 mm³ |
| Plastic modulus, Sy | 99,881 mm³ |
| Radius of gyration, rx | 46.6 mm |
| Radius of gyration, ry | 46.6 mm |
| Principal maximum, Imax (derived) | 9,608,797 mm⁴ |
| Principal minimum, Imin (derived) | 2,479,588 mm⁴ |
| Principal axis angle, θp | 45.0° |
Z is the elastic modulus and S the plastic modulus, following AS 4100. Under AISC 360 the letters are reversed — S is elastic and Z is plastic.
Neighbouring sizes
Where these numbers come from
Published AS/NZS 3679.1 values. How StructureCalcs verifies its numbers · Understanding steel section properties · Query this section over the API