EA – equal-leg angles

90x90x8EA

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 = 90d = 90t = 7.8t = 7.8
Cross-section, to scaledimensions in mm

Dimensions

Depthd
90mm
Widthb
90mm
Thicknesst
7.8mm
Root radiusr1
8mm

Mass and area

Mass per lengthm
10.6kg/m
Cross-sectional areaA
1,350mm²
Published area (standard)A pub.
1,350mm²
Outside perimeterP
353.1mm

Strong axis x–x

Moment of inertiaIx
1.03110⁶ mm⁴
Elastic section modulusSx
15.8910³ mm³
Radius of gyrationrx
27.64mm

Weak axis y–y

Moment of inertiaIy
1.03110⁶ mm⁴
Elastic section modulusSy
15.8910³ mm³
Radius of gyrationry
27.64mm

Principal axes

Moment of inertia, major principal axisIu
1.6410⁶ mm⁴
Moment of inertia, minor principal axisIv
0.42310⁶ mm⁴
Radius of gyrationru
34.85mm
Radius of gyration, minor principal axisrv
17.7mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
28.9710³ mm⁴

Centers

Centroidx̄
25.11mm
Centroidȳ
25.11mm

Equivalents in other standards