AA standard I-beams
I 12 x 11.7
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 12in
- Flange widthbf
- 7in
- Web thicknesstw
- 0.29in
- Flange thicknesstf
- 0.47in
- Root radiusr
- 0.4in
Mass and area
- Mass per lengthm
- 11.62lb/ft
- Cross-sectional areaA
- 9.925in²
- Published area (standard)A pub.
- 9.925in²
- Outside perimeterP
- 50.73in
Strong axis x–x
- Moment of inertiaIx
- 255.6in⁴
- Elastic section modulusSx
- 42.6in³
- Plastic section modulusZx
- 47.55in³
- Radius of gyrationrx
- 5.075in
Weak axis y–y
- Moment of inertiaIy
- 26.9in⁴
- Elastic section modulusSy
- 7.685in³
- Plastic section modulusZy
- 11.78in³
- Radius of gyrationry
- 1.646in
Torsion and stability
- Torsional constantJ
- 0.6236in⁴
- Warping constantCw
- 893in⁶