AA standard I-beams
I 10 x 10.3
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 10in
- Flange widthbf
- 6in
- Web thicknesstw
- 0.29in
- Flange thicknesstf
- 0.5in
- Root radiusr
- 0.4in
Mass and area
- Mass per lengthm
- 10.24lb/ft
- Cross-sectional areaA
- 8.747in²
- Published area (standard)A pub.
- 8.747in²
- Outside perimeterP
- 42.73in
Strong axis x–x
- Moment of inertiaIx
- 155.8in⁴
- Elastic section modulusSx
- 31.16in³
- Plastic section modulusZx
- 34.98in³
- Radius of gyrationrx
- 4.22in
Weak axis y–y
- Moment of inertiaIy
- 18.03in⁴
- Elastic section modulusSy
- 6.009in³
- Plastic section modulusZy
- 9.221in³
- Radius of gyrationry
- 1.436in
Torsion and stability
- Torsional constantJ
- 0.6204in⁴
- Warping constantCw
- 406.1in⁶