EA – equal-leg angles

25x25x3EA

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 = 25d = 25t = 3t = 3
Cross-section, to scaledimensions in mm

Dimensions

Depthd
25mm
Widthb
25mm
Thicknesst
3mm
Root radiusr1
5mm

Mass and area

Mass per lengthm
1.128kg/m
Cross-sectional areaA
143.7mm²
Published area (standard)A pub.
143mm²
Outside perimeterP
95.71mm

Strong axis x–x

Moment of inertiaIx
0.00783210⁶ mm⁴
Elastic section modulusSx
0.437910³ mm³
Radius of gyrationrx
7.383mm

Weak axis y–y

Moment of inertiaIy
0.00783210⁶ mm⁴
Elastic section modulusSy
0.437910³ mm³
Radius of gyrationry
7.383mm

Principal axes

Moment of inertia, major principal axisIu
0.0123910⁶ mm⁴
Moment of inertia, minor principal axisIv
0.00327610⁶ mm⁴
Radius of gyrationru
9.285mm
Radius of gyration, minor principal axisrv
4.775mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
0.523210³ mm⁴

Centers

Centroidx̄
7.117mm
Centroidȳ
7.117mm

Equivalents in other standards