AA standard I-beams
I 6 x 4.03
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 6in
- Flange widthbf
- 4in
- Web thicknesstw
- 0.19in
- Flange thicknesstf
- 0.29in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 4.011lb/ft
- Cross-sectional areaA
- 3.427in²
- Published area (standard)A pub.
- 3.427in²
- Outside perimeterP
- 27.1in
Strong axis x–x
- Moment of inertiaIx
- 21.99in⁴
- Elastic section modulusSx
- 7.329in³
- Plastic section modulusZx
- 8.223in³
- Radius of gyrationrx
- 2.533in
Weak axis y–y
- Moment of inertiaIy
- 3.099in⁴
- Elastic section modulusSy
- 1.549in³
- Plastic section modulusZy
- 2.381in³
- Radius of gyrationry
- 0.9509in
Torsion and stability
- Torsional constantJ
- 0.08972in⁴
- Warping constantCw
- 25.21in⁶