Dimensions and section properties for 2L8X6X0.875X0.750SLBB
Structural sectional properties for a 2L8X6X0.875X0.750SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L8X6X0.875X0.750SLBB |
| Cross Sectional Area | A | 23 in2 |
| Section Width | b | 8 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.875 in |
| Web thickness | tw | 0.875 in |
| Radius of Gyration about X-X | rx | 1.74 in |
| Radius of Gyrations about Y-Y | ry | 3.89 in |
| Moment of Inertia about X-X | Ix | 69.8 in4 |
| Moment of Intertia about Y-Y | Iy | 348 in4 |
| Elastic Section Modulus about X-X | Sx | 15.9 in3 |
| Elastic Section Modulus about Y-Y | Sy | 41.6 in3 |
| Plastic Section Modulus about X-X | Zx | 28.7 in3 |
| Plastic Section Modulus about Y-Y | Zy | 68.4 in3 |
| Self Weight of section | Weight | 78.2 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L8X6X0.875X0.750SLBB |
| Cross Sectional Area | A | 14839 mm2 |
| Section Width | b | 203 mm |
| Section Depth | d | 152 mm |
| Flange thickness | tf | 22.2 mm |
| Web thickness | tw | 22.2 mm |
| Radius of Gyration about X-X | rx | 44 mm |
| Radius of Gyrations about Y-Y | ry | 99 mm |
| Moment of Inertia about X-X | Ix | 29000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 145000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 261000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 682000 mm3 |
| Plastic Section Modulus about X-X | Zx | 470000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1121000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 116 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L8X6X0.875X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 6 in (152 mm) and 8 in (203 mm) respectively. It weighs 78.2 lb/ft (116 kg/m) and has a cross sectional area of 23 in2 (14839 mm2).
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