Dimensions and section properties for 2L8X6X0.750X0.750LLBB
Structural sectional properties for a 2L8X6X0.750X0.750LLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L8X6X0.750X0.750LLBB |
| Cross Sectional Area | A | 20 in2 |
| Section Width | b | 8 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.75 in |
| Web thickness | tw | 0.75 in |
| Radius of Gyration about X-X | rx | 2.52 in |
| Radius of Gyrations about Y-Y | ry | 2.61 in |
| Moment of Inertia about X-X | Ix | 127 in4 |
| Moment of Intertia about Y-Y | Iy | 136 in4 |
| Elastic Section Modulus about X-X | Sx | 23.4 in3 |
| Elastic Section Modulus about Y-Y | Sy | 21.3 in3 |
| Plastic Section Modulus about X-X | Zx | 42.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 38.7 in3 |
| Self Weight of section | Weight | 67.6 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L8X6X0.750X0.750LLBB |
| Cross Sectional Area | A | 12903 mm2 |
| Section Width | b | 203 mm |
| Section Depth | d | 152 mm |
| Flange thickness | tf | 19.1 mm |
| Web thickness | tw | 19.1 mm |
| Radius of Gyration about X-X | rx | 64 mm |
| Radius of Gyrations about Y-Y | ry | 66 mm |
| Moment of Inertia about X-X | Ix | 53000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 57000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 383000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 349000 mm3 |
| Plastic Section Modulus about X-X | Zx | 692000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 634000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 101 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L8X6X0.750X0.750LLBB 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 67.6 lb/ft (101 kg/m) and has a cross sectional area of 20 in2 (12903 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