EA – equal-leg angles

50x50x5EA

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 = 50t = 4.6t = 4.6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
50mm
Widthb
50mm
Thicknesst
4.6mm
Root radiusr1
6mm

Mass and area

Mass per lengthm
3.475kg/m
Cross-sectional areaA
442.7mm²
Published area (standard)A pub.
443mm²
Outside perimeterP
194.9mm

Strong axis x–x

Moment of inertiaIx
0.102610⁶ mm⁴
Elastic section modulusSx
2.84610³ mm³
Radius of gyrationrx
15.22mm

Weak axis y–y

Moment of inertiaIy
0.102610⁶ mm⁴
Elastic section modulusSy
2.84610³ mm³
Radius of gyrationry
15.22mm

Principal axes

Moment of inertia, major principal axisIu
0.162810⁶ mm⁴
Moment of inertia, minor principal axisIv
0.0423810⁶ mm⁴
Radius of gyrationru
19.18mm
Radius of gyration, minor principal axisrv
9.784mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
3.4310³ mm⁴

Centers

Centroidx̄
13.94mm
Centroidȳ
13.94mm

Equivalents in other standards