EA – equal-leg angles

100x100x8EA

Standard: AS/NZS 3679.1Source: InfraBuild dimensions, Hot Rolled & Structural Steel Products (ed. 9) — calculated properties
Same sections as Australia (joint AS/NZS standard). Published area (Ag) shown as a check: difference < 1.5% on every section.
xyb = 100d = 100t = 7.8t = 7.8
Cross-section, to scaledimensions in mm

Dimensions

Depthd
100mm
Widthb
100mm
Thicknesst
7.8mm
Root radiusr1
8mm

Mass and area

Mass per lengthm
11.82kg/m
Cross-sectional areaA
1,506mm²
Published area (standard)A pub.
1,500mm²
Outside perimeterP
393.1mm

Strong axis x–x

Moment of inertiaIx
1.43410⁶ mm⁴
Elastic section modulusSx
19.8110³ mm³
Radius of gyrationrx
30.86mm

Weak axis y–y

Moment of inertiaIy
1.43410⁶ mm⁴
Elastic section modulusSy
19.8110³ mm³
Radius of gyrationry
30.86mm

Principal axes

Moment of inertia, major principal axisIu
2.28210⁶ mm⁴
Moment of inertia, minor principal axisIv
0.586710⁶ mm⁴
Radius of gyrationru
38.93mm
Radius of gyration, minor principal axisrv
19.74mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
32.1410³ mm⁴

Centers

Centroidx̄
27.6mm
Centroidȳ
27.6mm

Equivalents in other standards