Section properties for 2L4X4X0.250X0.750
Structural sectional properties for a 2L4X4X0.250X0.750 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L4X4X0.250X0.750 |
| Cross Sectional Area | A | 3.86 in2 |
| Section Width | b | 4 in |
| Section Depth | d | 4 in |
| Flange thickness | tf | 0.25 in |
| Web thickness | tw | 0.25 in |
| Radius of Gyration about X-X | rx | 1.25 in |
| Radius of Gyrations about Y-Y | ry | 1.91 in |
| Moment of Inertia about X-X | Ix | 6 in4 |
| Moment of Intertia about Y-Y | Iy | 14.1 in4 |
| Elastic Section Modulus about X-X | Sx | 2.06 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.22 in3 |
| Plastic Section Modulus about X-X | Zx | 3.64 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.62 in3 |
| Self Weight of section per foot | Weight | 13.2 lb/ft |
A 2L4X4X0.250X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 13.2 lb/ft and has a cross sectional area of 3.86 in2. The height and width of the section are 4 in and 4 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
Calcs.app