EA – equal-leg angles

55x55x5EA

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 = 55d = 55t = 4.6t = 4.6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
55mm
Widthb
55mm
Thicknesst
4.6mm
Root radiusr1
6mm

Mass and area

Mass per lengthm
3.836kg/m
Cross-sectional areaA
488.7mm²
Published area (standard)A pub.
489mm²
Outside perimeterP
214.9mm

Strong axis x–x

Moment of inertiaIx
0.138510⁶ mm⁴
Elastic section modulusSx
3.47910³ mm³
Radius of gyrationrx
16.84mm

Weak axis y–y

Moment of inertiaIy
0.138510⁶ mm⁴
Elastic section modulusSy
3.47910³ mm³
Radius of gyrationry
16.84mm

Principal axes

Moment of inertia, major principal axisIu
0.2210⁶ mm⁴
Moment of inertia, minor principal axisIv
0.0570610⁶ mm⁴
Radius of gyrationru
21.22mm
Radius of gyration, minor principal axisrv
10.81mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
3.75410³ mm⁴

Centers

Centroidx̄
15.19mm
Centroidȳ
15.19mm

Equivalents in other standards