EA – equal-leg angles

65x65x5EA

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 = 65d = 65t = 4.6t = 4.6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
65mm
Widthb
65mm
Thicknesst
4.6mm
Root radiusr1
6mm

Mass and area

Mass per lengthm
4.559kg/m
Cross-sectional areaA
580.7mm²
Published area (standard)A pub.
581mm²
Outside perimeterP
254.9mm

Strong axis x–x

Moment of inertiaIx
0.233710⁶ mm⁴
Elastic section modulusSx
4.93910³ mm³
Radius of gyrationrx
20.06mm

Weak axis y–y

Moment of inertiaIy
0.233710⁶ mm⁴
Elastic section modulusSy
4.93910³ mm³
Radius of gyrationry
20.06mm

Principal axes

Moment of inertia, major principal axisIu
0.371410⁶ mm⁴
Moment of inertia, minor principal axisIv
0.0958910⁶ mm⁴
Radius of gyrationru
25.29mm
Radius of gyration, minor principal axisrv
12.85mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
4.40310³ mm⁴

Centers

Centroidx̄
17.69mm
Centroidȳ
17.69mm

Equivalents in other standards