AA standard I-beams
I 5 x 3.70
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 5in
- Flange widthbf
- 3.5in
- Web thicknesstw
- 0.19in
- Flange thicknesstf
- 0.32in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 3.682lb/ft
- Cross-sectional areaA
- 3.146in²
- Published area (standard)A pub.
- 3.146in²
- Outside perimeterP
- 23.1in
Strong axis x–x
- Moment of inertiaIx
- 13.94in⁴
- Elastic section modulusSx
- 5.577in³
- Plastic section modulusZx
- 6.308in³
- Radius of gyrationrx
- 2.105in
Weak axis y–y
- Moment of inertiaIy
- 2.291in⁴
- Elastic section modulusSy
- 1.309in³
- Plastic section modulusZy
- 2.012in³
- Radius of gyrationry
- 0.8535in
Torsion and stability
- Torsional constantJ
- 0.09831in⁴
- Warping constantCw
- 12.52in⁶