EA – equal-leg angles

125x125x8EA

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 = 125d = 125t = 7.8t = 7.8
Cross-section, to scaledimensions in mm

Dimensions

Depthd
125mm
Widthb
125mm
Thicknesst
7.8mm
Root radiusr1
10mm

Mass and area

Mass per lengthm
14.91kg/m
Cross-sectional areaA
1,900mm²
Published area (standard)A pub.
1,900mm²
Outside perimeterP
491.4mm

Strong axis x–x

Moment of inertiaIx
2.85910⁶ mm⁴
Elastic section modulusSx
31.3210³ mm³
Radius of gyrationrx
38.79mm

Weak axis y–y

Moment of inertiaIy
2.85910⁶ mm⁴
Elastic section modulusSy
31.3210³ mm³
Radius of gyrationry
38.79mm

Principal axes

Moment of inertia, major principal axisIu
4.54910⁶ mm⁴
Moment of inertia, minor principal axisIv
1.1710⁶ mm⁴
Radius of gyrationru
48.93mm
Radius of gyration, minor principal axisrv
24.81mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
40.9910³ mm⁴

Centers

Centroidx̄
33.7mm
Centroidȳ
33.7mm

Equivalents in other standards