Unequal-leg angles

L 60x30x7

Standard: Mixed range: EN 10056-1:1998 (calculation convention, 19 of 39 sizes); other sizes DIN 1029, manufacturersSource: Geometry: Steel Section Database (MIT) — calculated properties (exact engine)
xyb = 30d = 60t = 7t = 7
Cross-section, to scaledimensions in mm

Dimensions

Depthd
60mm
Widthb
30mm
Thicknesst
7mm
Root radiusr1
5mm

Mass and area

Mass per lengthm
4.582kg/m
Cross-sectional areaA
583.7mm²
Outside perimeterP
175.7mm

Strong axis x–x

Moment of inertiaIx
0.207310⁶ mm⁴
Elastic section modulusSx
5.52610³ mm³
Radius of gyrationrx
18.85mm

Weak axis y–y

Moment of inertiaIy
0.0343610⁶ mm⁴
Elastic section modulusSy
1.53510³ mm³
Radius of gyrationry
7.673mm

Principal axes

Moment of inertia, major principal axisIu
0.218710⁶ mm⁴
Moment of inertia, minor principal axisIv
0.02310⁶ mm⁴
Radius of gyrationru
19.36mm
Radius of gyration, minor principal axisrv
6.277mm
Principal axis angleα
13.94°

Torsion and stability

Torsional constantJ
10.0610³ mm⁴

Centers

Centroidx̄
7.614mm
Centroidȳ
22.48mm

Equivalents in other standards