UA – unequal-leg angles

150x90x10UA

Standard: AS/NZS 3679.1Source: InfraBuild dimensions, Hot Rolled & Structural Steel Products (ed. 9) — calculated properties
Published area (Ag) shown as a check: difference < 1.5% on every section.
xyb = 90d = 150t = 9.5t = 9.5
Cross-section, to scaledimensions in mm

Dimensions

Depthd
150mm
Widthb
90mm
Thicknesst
9.5mm
Root radiusr1
10mm

Mass and area

Mass per lengthm
17.27kg/m
Cross-sectional areaA
2,200mm²
Published area (standard)A pub.
2,200mm²
Outside perimeterP
471.4mm

Strong axis x–x

Moment of inertiaIx
5.10410⁶ mm⁴
Elastic section modulusSx
51.0110³ mm³
Radius of gyrationrx
48.16mm

Weak axis y–y

Moment of inertiaIy
1.40710⁶ mm⁴
Elastic section modulusSy
20.1710³ mm³
Radius of gyrationry
25.29mm

Principal axes

Moment of inertia, major principal axisIu
5.66410⁶ mm⁴
Moment of inertia, minor principal axisIv
0.846810⁶ mm⁴
Radius of gyrationru
50.74mm
Radius of gyration, minor principal axisrv
19.62mm
Principal axis angleα
19.94°

Torsion and stability

Torsional constantJ
69.8810³ mm⁴

Centers

Centroidx̄
20.24mm
Centroidȳ
49.95mm

Equivalents in other standards