Section properties for 2L6X4X0.3125X0.750SLBB
Structural sectional properties for a 2L6X4X0.3125X0.750SLBB standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X4X0.3125X0.750SLBB |
| Cross Sectional Area | A | 6.06 in2 |
| Section Width | b | 6 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 | 1.17 in |
| Radius of Gyrations about Y-Y | ry | 2.99 in |
| Moment of Inertia about X-X | Ix | 8.26 in4 |
| Moment of Intertia about Y-Y | Iy | 54.2 in4 |
| Elastic Section Modulus about X-X | Sx | 2.67 in3 |
| Elastic Section Modulus about Y-Y | Sy | 8.5 in3 |
| Plastic Section Modulus about X-X | Zx | 4.67 in3 |
| Plastic Section Modulus about Y-Y | Zy | 13.8 in3 |
| Self Weight of section per foot | Weight | 20.6 lb/ft |
A 2L6X4X0.3125X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 20.6 lb/ft and has a cross sectional area of 6.06 in2. The height and width of the section are 4 in and 6 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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