AA standard I-beams
I 7 x 5.80
Mass calculated at 2700 kg/m³. Flange toe radius ignored (area difference < 1.5%).
Dimensions
- Depthd
- 7in
- Flange widthbf
- 4.5in
- Web thicknesstw
- 0.23in
- Flange thicknesstf
- 0.38in
- Root radiusr
- 0.3in
Mass and area
- Mass per lengthm
- 5.774lb/ft
- Cross-sectional areaA
- 4.932in²
- Published area (standard)A pub.
- 4.932in²
- Outside perimeterP
- 31.02in
Strong axis x–x
- Moment of inertiaIx
- 42.89in⁴
- Elastic section modulusSx
- 12.25in³
- Plastic section modulusZx
- 13.79in³
- Radius of gyrationrx
- 2.949in
Weak axis y–y
- Moment of inertiaIy
- 5.78in⁴
- Elastic section modulusSy
- 2.569in³
- Plastic section modulusZy
- 3.944in³
- Radius of gyrationry
- 1.083in
Torsion and stability
- Torsional constantJ
- 0.207in⁴
- Warping constantCw
- 63.23in⁶