150 x 100 x 10 UA
UA · AS/NZS 3679.1 · Australia / New Zealand
150 x 100 x 10 UA is a ua 150.0 mm deep with a 100.0 mm flange, weighing 18.1 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 | 100.0 mm | 3.94 in |
| Flange thickness, tf | — mm | — in |
| Web thickness, tw | 9.5 mm | 0.374 in |
| Mass per metre | 18.1 kg/m | 12.1 lb/ft |
| Area, A | 2,300 mm² | 3.57 in² |
| Second moment, Ix | 5,291,000 mm⁴ | 12.7 in⁴ |
| Second moment, Iy | 1,909,000 mm⁴ | 4.6 in⁴ |
| Principal maximum, Imax | 6,110,000 mm⁴ | 14.7 in⁴ |
| Principal minimum, Imin | 1,090,000 mm⁴ | 2.6 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 100 x 10 UA the computed area agrees with the published value to 0.20% 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 | 51,910 mm³ |
| Elastic modulus, Zy | 24,898 mm³ |
| Plastic modulus, Sx | 94,004 mm³ |
| Plastic modulus, Sy | 44,733 mm³ |
| Radius of gyration, rx | 48.0 mm |
| Radius of gyration, ry | 28.8 mm |
| Principal maximum, Imax (derived) | 6,106,178 mm⁴ |
| Principal minimum, Imin (derived) | 1,093,792 mm⁴ |
| Principal axis angle, θp | 23.8° |
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