UA – unequal-leg angles

75x50x6UA

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 = 75t = 6t = 6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
75mm
Widthb
50mm
Thicknesst
6mm
Root radiusr1
7mm

Mass and area

Mass per lengthm
5.646kg/m
Cross-sectional areaA
719.3mm²
Published area (standard)A pub.
721mm²
Outside perimeterP
244mm

Strong axis x–x

Moment of inertiaIx
0.405410⁶ mm⁴
Elastic section modulusSx
8.00810³ mm³
Radius of gyrationrx
23.74mm

Weak axis y–y

Moment of inertiaIy
0.144410⁶ mm⁴
Elastic section modulusSy
3.80710³ mm³
Radius of gyrationry
14.17mm

Principal axes

Moment of inertia, major principal axisIu
0.466210⁶ mm⁴
Moment of inertia, minor principal axisIv
0.083610⁶ mm⁴
Radius of gyrationru
25.46mm
Radius of gyration, minor principal axisrv
10.78mm
Principal axis angleα
23.5°

Torsion and stability

Torsional constantJ
9.34610³ mm⁴

Centers

Centroidx̄
12.07mm
Centroidȳ
24.38mm

Equivalents in other standards