EA – equal-leg angles

90x90x6EA

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

Dimensions

Depthd
90mm
Widthb
90mm
Thicknesst
6mm
Root radiusr1
8mm

Mass and area

Mass per lengthm
8.249kg/m
Cross-sectional areaA
1,051mm²
Published area (standard)A pub.
1,050mm²
Outside perimeterP
353.1mm

Strong axis x–x

Moment of inertiaIx
0.814110⁶ mm⁴
Elastic section modulusSx
12.410³ mm³
Radius of gyrationrx
27.83mm

Weak axis y–y

Moment of inertiaIy
0.814110⁶ mm⁴
Elastic section modulusSy
12.410³ mm³
Radius of gyrationry
27.83mm

Principal axes

Moment of inertia, major principal axisIu
1.29410⁶ mm⁴
Moment of inertia, minor principal axisIv
0.333910⁶ mm⁴
Radius of gyrationru
35.1mm
Radius of gyration, minor principal axisrv
17.83mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
13.5410³ mm⁴

Centers

Centroidx̄
24.36mm
Centroidȳ
24.36mm

Equivalents in other standards