EA – equal-leg angles

75x75x10EA

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 = 75d = 75t = 9.5t = 9.5
Cross-section, to scaledimensions in mm

Dimensions

Depthd
75mm
Widthb
75mm
Thicknesst
9.5mm
Root radiusr1
8mm

Mass and area

Mass per lengthm
10.53kg/m
Cross-sectional areaA
1,342mm²
Published area (standard)A pub.
1,340mm²
Outside perimeterP
293.1mm

Strong axis x–x

Moment of inertiaIx
0.686710⁶ mm⁴
Elastic section modulusSx
12.9610³ mm³
Radius of gyrationrx
22.62mm

Weak axis y–y

Moment of inertiaIy
0.686710⁶ mm⁴
Elastic section modulusSy
12.9610³ mm³
Radius of gyrationry
22.62mm

Principal axes

Moment of inertia, major principal axisIu
1.08810⁶ mm⁴
Moment of inertia, minor principal axisIv
0.285210⁶ mm⁴
Radius of gyrationru
28.48mm
Radius of gyration, minor principal axisrv
14.58mm
Principal axis angleα
45°

Torsion and stability

Torsional constantJ
42.7810³ mm⁴

Centers

Centroidx̄
22.02mm
Centroidȳ
22.02mm

Equivalents in other standards