AA standard I-beams
I 12 x 14.3
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 12in
- Flange widthbf
- 7in
- Web thicknesstw
- 0.31in
- Flange thicknesstf
- 0.62in
- Root radiusr
- 0.4in
Mass and area
- Mass per lengthm
- 14.23lb/ft
- Cross-sectional areaA
- 12.15in²
- Published area (standard)A pub.
- 12.15in²
- Outside perimeterP
- 50.69in
Strong axis x–x
- Moment of inertiaIx
- 317.3in⁴
- Elastic section modulusSx
- 52.89in³
- Plastic section modulusZx
- 59.09in³
- Radius of gyrationrx
- 5.11in
Weak axis y–y
- Moment of inertiaIy
- 35.48in⁴
- Elastic section modulusSy
- 10.14in³
- Plastic section modulusZy
- 15.48in³
- Radius of gyrationry
- 1.709in
Torsion and stability
- Torsional constantJ
- 1.26in⁴
- Warping constantCw
- 1,148in⁶