Section properties for 2L6X6X0.625
Structural sectional properties for a 2L6X6X0.625 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X6X0.625 |
| Cross Sectional Area | A | 14.3 in2 |
| Section Width | b | 6 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.625 in |
| Web thickness | tw | 0.625 in |
| Radius of Gyration about X-X | rx | 1.84 in |
| Radius of Gyrations about Y-Y | ry | 2.52 in |
| Moment of Inertia about X-X | Ix | 48.2 in4 |
| Moment of Intertia about Y-Y | Iy | 90.8 in4 |
| Elastic Section Modulus about X-X | Sx | 11.3 in3 |
| Elastic Section Modulus about Y-Y | Sy | 15.1 in3 |
| Plastic Section Modulus about X-X | Zx | 20.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 24.5 in3 |
| Self Weight of section per foot | Weight | 48.4 lb/ft |
A 2L6X6X0.625 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 48.4 lb/ft and has a cross sectional area of 14.3 in2. The height and width of the section are 6 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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