EA – equal-leg angles

100x100x12EA

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 = 100d = 100t = 12t = 12
Cross-section, to scaledimensions in mm

Dimensions

Depthd
100mm
Widthb
100mm
Thicknesst
12mm
Root radiusr1
8mm

Mass and area

Mass per lengthm
17.76kg/m
Cross-sectional areaA
2,263mm²
Published area (standard)A pub.
2,260mm²
Outside perimeterP
393.1mm

Strong axis x–x

Moment of inertiaIx
2.08610⁶ mm⁴
Elastic section modulusSx
29.4710³ mm³
Radius of gyrationrx
30.36mm

Weak axis y–y

Moment of inertiaIy
2.08610⁶ mm⁴
Elastic section modulusSy
29.4710³ mm³
Radius of gyrationry
30.36mm

Principal axes

Moment of inertia, major principal axisIu
3.30910⁶ mm⁴
Moment of inertia, minor principal axisIv
0.861910⁶ mm⁴
Radius of gyrationru
38.24mm
Radius of gyration, minor principal axisrv
19.52mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
112.610³ mm⁴

Centers

Centroidx̄
29.23mm
Centroidȳ
29.23mm

Equivalents in other standards