EA – equal-leg angles

45x45x6EA

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 = 45d = 45t = 6t = 6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
45mm
Widthb
45mm
Thicknesst
6mm
Root radiusr1
5mm

Mass and area

Mass per lengthm
3.977kg/m
Cross-sectional areaA
506.7mm²
Published area (standard)A pub.
506mm²
Outside perimeterP
175.7mm

Strong axis x–x

Moment of inertiaIx
0.0927710⁶ mm⁴
Elastic section modulusSx
2.92810³ mm³
Radius of gyrationrx
13.53mm

Weak axis y–y

Moment of inertiaIy
0.0927710⁶ mm⁴
Elastic section modulusSy
2.92810³ mm³
Radius of gyrationry
13.53mm

Principal axes

Moment of inertia, major principal axisIu
0.146910⁶ mm⁴
Moment of inertia, minor principal axisIv
0.0386410⁶ mm⁴
Radius of gyrationru
17.03mm
Radius of gyration, minor principal axisrv
8.732mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
6.45910³ mm⁴

Centers

Centroidx̄
13.32mm
Centroidȳ
13.32mm

Equivalents in other standards