AA standard I-beams
I 9 x 8.36
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 9in
- Flange widthbf
- 5.5in
- Web thicknesstw
- 0.27in
- Flange thicknesstf
- 0.44in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 8.322lb/ft
- Cross-sectional areaA
- 7.11in²
- Published area (standard)A pub.
- 7.11in²
- Outside perimeterP
- 38.94in
Strong axis x–x
- Moment of inertiaIx
- 102in⁴
- Elastic section modulusSx
- 22.67in³
- Plastic section modulusZx
- 25.47in³
- Radius of gyrationrx
- 3.788in
Weak axis y–y
- Moment of inertiaIy
- 12.22in⁴
- Elastic section modulusSy
- 4.443in³
- Plastic section modulusZy
- 6.819in³
- Radius of gyrationry
- 1.311in
Torsion and stability
- Torsional constantJ
- 0.389in⁴
- Warping constantCw
- 223.5in⁶