AA standard I-beams
I 10 x 8.65
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 10in
- Flange widthbf
- 6in
- Web thicknesstw
- 0.25in
- Flange thicknesstf
- 0.41in
- Root radiusr
- 0.4in
Mass and area
- Mass per lengthm
- 8.606lb/ft
- Cross-sectional areaA
- 7.352in²
- Published area (standard)A pub.
- 7.352in²
- Outside perimeterP
- 42.81in
Strong axis x–x
- Moment of inertiaIx
- 132.1in⁴
- Elastic section modulusSx
- 26.42in³
- Plastic section modulusZx
- 29.48in³
- Radius of gyrationrx
- 4.239in
Weak axis y–y
- Moment of inertiaIy
- 14.78in⁴
- Elastic section modulusSy
- 4.926in³
- Plastic section modulusZy
- 7.553in³
- Radius of gyrationry
- 1.418in
Torsion and stability
- Torsional constantJ
- 0.3606in⁴
- Warping constantCw
- 339.4in⁶