AA standard I-beams
I 8 x 7.02
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 8in
- Flange widthbf
- 5in
- Web thicknesstw
- 0.25in
- Flange thicknesstf
- 0.41in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 6.991lb/ft
- Cross-sectional areaA
- 5.972in²
- Published area (standard)A pub.
- 5.972in²
- Outside perimeterP
- 34.98in
Strong axis x–x
- Moment of inertiaIx
- 67.78in⁴
- Elastic section modulusSx
- 16.94in³
- Plastic section modulusZx
- 19.05in³
- Radius of gyrationrx
- 3.369in
Weak axis y–y
- Moment of inertiaIy
- 8.554in⁴
- Elastic section modulusSy
- 3.422in³
- Plastic section modulusZy
- 5.252in³
- Radius of gyrationry
- 1.197in
Torsion and stability
- Torsional constantJ
- 0.2873in⁴
- Warping constantCw
- 123in⁶