UA – unequal-leg angles

150x90x8UA

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 = 7.8t = 7.8
Cross-section, to scaledimensions in mm

Dimensions

Depthd
150mm
Widthb
90mm
Thicknesst
7.8mm
Root radiusr1
10mm

Mass and area

Mass per lengthm
14.3kg/m
Cross-sectional areaA
1,822mm²
Published area (standard)A pub.
1,820mm²
Outside perimeterP
471.4mm

Strong axis x–x

Moment of inertiaIx
4.26110⁶ mm⁴
Elastic section modulusSx
42.2810³ mm³
Radius of gyrationrx
48.36mm

Weak axis y–y

Moment of inertiaIy
1.18110⁶ mm⁴
Elastic section modulusSy
16.7710³ mm³
Radius of gyrationry
25.46mm

Principal axes

Moment of inertia, major principal axisIu
4.73310⁶ mm⁴
Moment of inertia, minor principal axisIv
0.709610⁶ mm⁴
Radius of gyrationru
50.97mm
Radius of gyration, minor principal axisrv
19.74mm
Principal axis angleα
20.02°

Torsion and stability

Torsional constantJ
39.410³ mm⁴

Centers

Centroidx̄
19.55mm
Centroidȳ
49.2mm

Equivalents in other standards