Section properties for 2L4X4X0.3125
Structural sectional properties for a 2L4X4X0.3125 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L4X4X0.3125 |
| Cross Sectional Area | A | 4.8 in2 |
| Section Width | b | 4 in |
| Section Depth | d | 4 in |
| Flange thickness | tf | 0.313 in |
| Web thickness | tw | 0.313 in |
| Radius of Gyration about X-X | rx | 1.24 in |
| Radius of Gyrations about Y-Y | ry | 1.66 in |
| Moment of Inertia about X-X | Ix | 7.34 in4 |
| Moment of Intertia about Y-Y | Iy | 13.2 in4 |
| Elastic Section Modulus about X-X | Sx | 2.54 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.3 in3 |
| Plastic Section Modulus about X-X | Zx | 4.52 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.33 in3 |
| Self Weight of section per foot | Weight | 16.4 lb/ft |
A 2L4X4X0.3125 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 16.4 lb/ft and has a cross sectional area of 4.8 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
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