UA – unequal-leg angles

150x90x16UA

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 = 15.8t = 15.8
Cross-section, to scaledimensions in mm

Dimensions

Depthd
150mm
Widthb
90mm
Thicknesst
15.8mm
Root radiusr1
10mm

Mass and area

Mass per lengthm
27.89kg/m
Cross-sectional areaA
3,553mm²
Published area (standard)A pub.
3,550mm²
Outside perimeterP
471.4mm

Strong axis x–x

Moment of inertiaIx
7.96810⁶ mm⁴
Elastic section modulusSx
81.7210³ mm³
Radius of gyrationrx
47.36mm

Weak axis y–y

Moment of inertiaIy
2.15210⁶ mm⁴
Elastic section modulusSy
31.9710³ mm³
Radius of gyrationry
24.61mm

Principal axes

Moment of inertia, major principal axisIu
8.79710⁶ mm⁴
Moment of inertia, minor principal axisIv
1.32310⁶ mm⁴
Radius of gyrationru
49.76mm
Radius of gyration, minor principal axisrv
19.3mm
Principal axis angleα
19.46°

Torsion and stability

Torsional constantJ
306.510³ mm⁴

Centers

Centroidx̄
22.68mm
Centroidȳ
52.5mm

Equivalents in other standards