EA – equal-leg angles

65x65x6EA

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

Dimensions

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

Mass and area

Mass per lengthm
5.871kg/m
Cross-sectional areaA
747.9mm²
Published area (standard)A pub.
748mm²
Outside perimeterP
254.9mm

Strong axis x–x

Moment of inertiaIx
0.296410⁶ mm⁴
Elastic section modulusSx
6.34210³ mm³
Radius of gyrationrx
19.91mm

Weak axis y–y

Moment of inertiaIy
0.296410⁶ mm⁴
Elastic section modulusSy
6.34210³ mm³
Radius of gyrationry
19.91mm

Principal axes

Moment of inertia, major principal axisIu
0.471110⁶ mm⁴
Moment of inertia, minor principal axisIv
0.121710⁶ mm⁴
Radius of gyrationru
25.1mm
Radius of gyration, minor principal axisrv
12.76mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
9.50710³ mm⁴

Centers

Centroidx̄
18.26mm
Centroidȳ
18.26mm

Equivalents in other standards