EA – equal-leg angles

200x200x13EA

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 = 200d = 200t = 13t = 13
Cross-section, to scaledimensions in mm

Dimensions

Depthd
200mm
Widthb
200mm
Thicknesst
13mm
Root radiusr1
18mm

Mass and area

Mass per lengthm
39.77kg/m
Cross-sectional areaA
5,066mm²
Published area (standard)A pub.
5,090mm²
Outside perimeterP
784.5mm

Strong axis x–x

Moment of inertiaIx
19.3910⁶ mm⁴
Elastic section modulusSx
132.810³ mm³
Radius of gyrationrx
61.87mm

Weak axis y–y

Moment of inertiaIy
19.3910⁶ mm⁴
Elastic section modulusSy
132.810³ mm³
Radius of gyrationry
61.87mm

Principal axes

Moment of inertia, major principal axisIu
30.8210⁶ mm⁴
Moment of inertia, minor principal axisIv
7.95710⁶ mm⁴
Radius of gyrationru
78mm
Radius of gyration, minor principal axisrv
39.63mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
307.510³ mm⁴

Centers

Centroidx̄
53.96mm
Centroidȳ
53.96mm

Equivalents in other standards