AA standard I-beams
I 3 x 2.03
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 3in
- Flange widthbf
- 2.5in
- Web thicknesstw
- 0.15in
- Flange thicknesstf
- 0.26in
- Root radiusr
- 0.25in
Mass and area
- Mass per lengthm
- 2.02lb/ft
- Cross-sectional areaA
- 1.726in²
- Published area (standard)A pub.
- 1.726in²
- Outside perimeterP
- 15.27in
Strong axis x–x
- Moment of inertiaIx
- 2.713in⁴
- Elastic section modulusSx
- 1.809in³
- Plastic section modulusZx
- 2.075in³
- Radius of gyrationrx
- 1.254in
Weak axis y–y
- Moment of inertiaIy
- 0.6788in⁴
- Elastic section modulusSy
- 0.5431in³
- Plastic section modulusZy
- 0.8335in³
- Radius of gyrationry
- 0.6272in
Torsion and stability
- Torsional constantJ
- 0.03721in⁴
- Warping constantCw
- 1.271in⁶