AA standard I-beams
I 8 x 6.18
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 8in
- Flange widthbf
- 5in
- Web thicknesstw
- 0.23in
- Flange thicknesstf
- 0.35in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 6.153lb/ft
- Cross-sectional areaA
- 5.256in²
- Published area (standard)A pub.
- 5.256in²
- Outside perimeterP
- 35.02in
Strong axis x–x
- Moment of inertiaIx
- 59.69in⁴
- Elastic section modulusSx
- 14.92in³
- Plastic section modulusZx
- 16.73in³
- Radius of gyrationrx
- 3.37in
Weak axis y–y
- Moment of inertiaIy
- 7.302in⁴
- Elastic section modulusSy
- 2.921in³
- Plastic section modulusZy
- 4.486in³
- Radius of gyrationry
- 1.179in
Torsion and stability
- Torsional constantJ
- 0.1904in⁴
- Warping constantCw
- 106.7in⁶