UA – unequal-leg angles

65x50x6UA

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 = 50d = 65t = 6t = 6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
65mm
Widthb
50mm
Thicknesst
6mm
Root radiusr1
6mm

Mass and area

Mass per lengthm
5.164kg/m
Cross-sectional areaA
657.9mm²
Published area (standard)A pub.
658mm²
Outside perimeterP
224.9mm

Strong axis x–x

Moment of inertiaIx
0.272310⁶ mm⁴
Elastic section modulusSx
6.09910³ mm³
Radius of gyrationrx
20.34mm

Weak axis y–y

Moment of inertiaIy
0.139810⁶ mm⁴
Elastic section modulusSy
3.77110³ mm³
Radius of gyrationry
14.58mm

Principal axes

Moment of inertia, major principal axisIu
0.337710⁶ mm⁴
Moment of inertia, minor principal axisIv
0.0743110⁶ mm⁴
Radius of gyrationru
22.66mm
Radius of gyration, minor principal axisrv
10.63mm
Principal axis angleα
29.9°

Torsion and stability

Torsional constantJ
8.42710³ mm⁴

Centers

Centroidx̄
12.94mm
Centroidȳ
20.35mm

Equivalents in other standards