AA standard I-beams
I 4 x 2.31
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 4in
- Flange widthbf
- 3in
- Web thicknesstw
- 0.15in
- Flange thicknesstf
- 0.23in
- Root radiusr
- 0.25in
Mass and area
- Mass per lengthm
- 2.3lb/ft
- Cross-sectional areaA
- 1.965in²
- Published area (standard)A pub.
- 1.965in²
- Outside perimeterP
- 19.27in
Strong axis x–x
- Moment of inertiaIx
- 5.622in⁴
- Elastic section modulusSx
- 2.811in³
- Plastic section modulusZx
- 3.163in³
- Radius of gyrationrx
- 1.692in
Weak axis y–y
- Moment of inertiaIy
- 1.037in⁴
- Elastic section modulusSy
- 0.6914in³
- Plastic section modulusZy
- 1.062in³
- Radius of gyrationry
- 0.7265in
Torsion and stability
- Torsional constantJ
- 0.03366in⁴
- Warping constantCw
- 3.678in⁶