AA standard I-beams
I 6 x 4.69
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 6in
- Flange widthbf
- 4in
- Web thicknesstw
- 0.21in
- Flange thicknesstf
- 0.35in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 4.671lb/ft
- Cross-sectional areaA
- 3.99in²
- Published area (standard)A pub.
- 3.99in²
- Outside perimeterP
- 27.06in
Strong axis x–x
- Moment of inertiaIx
- 25.5in⁴
- Elastic section modulusSx
- 8.498in³
- Plastic section modulusZx
- 9.584in³
- Radius of gyrationrx
- 2.528in
Weak axis y–y
- Moment of inertiaIy
- 3.74in⁴
- Elastic section modulusSy
- 1.87in³
- Plastic section modulusZy
- 2.872in³
- Radius of gyrationry
- 0.9681in
Torsion and stability
- Torsional constantJ
- 0.1451in⁴
- Warping constantCw
- 29.79in⁶