AA standard I-beams
I 4 x 2.79
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 4in
- Flange widthbf
- 3in
- Web thicknesstw
- 0.17in
- Flange thicknesstf
- 0.29in
- Root radiusr
- 0.25in
Mass and area
- Mass per lengthm
- 2.78lb/ft
- Cross-sectional areaA
- 2.375in²
- Published area (standard)A pub.
- 2.375in²
- Outside perimeterP
- 19.23in
Strong axis x–x
- Moment of inertiaIx
- 6.713in⁴
- Elastic section modulusSx
- 3.357in³
- Plastic section modulusZx
- 3.814in³
- Radius of gyrationrx
- 1.681in
Weak axis y–y
- Moment of inertiaIy
- 1.308in⁴
- Elastic section modulusSy
- 0.8717in³
- Plastic section modulusZy
- 1.337in³
- Radius of gyrationry
- 0.742in
Torsion and stability
- Torsional constantJ
- 0.06085in⁴
- Warping constantCw
- 4.491in⁶