150 x 150 x 16 EA
EA · AS/NZS 3679.1 · Australia / New Zealand
150 x 150 x 16 EA is a ea 150.0 mm deep with a 150.0 mm flange, weighing 35.5 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 | 15.8 mm | 0.622 in |
| Mass per metre | 35.5 kg/m | 23.8 lb/ft |
| Area, A | 4,520 mm² | 7.01 in² |
| Second moment, Ix | 9,505,000 mm⁴ | 22.8 in⁴ |
| Second moment, Iy | 9,505,000 mm⁴ | 22.8 in⁴ |
| Principal maximum, Imax | 15,100,000 mm⁴ | 36.3 in⁴ |
| Principal minimum, Imin | 3,910,000 mm⁴ | 9.4 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 16 EA the computed area agrees with the published value to 0.09% and Ix to 0.22%. Where a value is also published, the published one above is the one to quote.
| Property | Value |
|---|---|
| Elastic modulus, Zx | 88,659 mm³ |
| Elastic modulus, Zy | 88,659 mm³ |
| Plastic modulus, Sx | 160,307 mm³ |
| Plastic modulus, Sy | 160,307 mm³ |
| Radius of gyration, rx | 45.8 mm |
| Radius of gyration, ry | 45.8 mm |
| Principal maximum, Imax (derived) | 15,062,277 mm⁴ |
| Principal minimum, Imin (derived) | 3,906,136 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