Section properties for 2L8X8X1-0.125X0.750
Structural sectional properties for a 2L8X8X1-0.125X0.750 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L8X8X1-0.125X0.750 |
| Cross Sectional Area | A | 33.6 in2 |
| Section Width | b | 8 in |
| Section Depth | d | 8 in |
| Flange thickness | tf | 1.13 in |
| Web thickness | tw | 1.13 in |
| Radius of Gyration about X-X | rx | 2.41 in |
| Radius of Gyrations about Y-Y | ry | 3.68 in |
| Moment of Inertia about X-X | Ix | 196 in4 |
| Moment of Intertia about Y-Y | Iy | 455 in4 |
| Elastic Section Modulus about X-X | Sx | 35 in3 |
| Elastic Section Modulus about Y-Y | Sy | 54.3 in3 |
| Plastic Section Modulus about X-X | Zx | 63.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 93.2 in3 |
| Self Weight of section per foot | Weight | 114 lb/ft |
A 2L8X8X1-0.125X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 114 lb/ft and has a cross sectional area of 33.6 in2. The height and width of the section are 8 in and 8 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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