Dimensions and section properties for 2L6X4X0.750X0.750SLBB
Structural sectional properties for a 2L6X4X0.750X0.750SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X4X0.750X0.750SLBB |
| Cross Sectional Area | A | 13.9 in2 |
| Section Width | b | 6 in |
| Section Depth | d | 4 in |
| Flange thickness | tf | 0.75 in |
| Web thickness | tw | 0.75 in |
| Radius of Gyration about X-X | rx | 1.12 in |
| Radius of Gyrations about Y-Y | ry | 3.08 in |
| Moment of Inertia about X-X | Ix | 17.3 in4 |
| Moment of Intertia about Y-Y | Iy | 132 in4 |
| Elastic Section Modulus about X-X | Sx | 5.9 in3 |
| Elastic Section Modulus about Y-Y | Sy | 20.7 in3 |
| Plastic Section Modulus about X-X | Zx | 10.8 in3 |
| Plastic Section Modulus about Y-Y | Zy | 33.9 in3 |
| Self Weight of section | Weight | 47.2 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X4X0.750X0.750SLBB |
| Cross Sectional Area | A | 8968 mm2 |
| Section Width | b | 152 mm |
| Section Depth | d | 102 mm |
| Flange thickness | tf | 19.1 mm |
| Web thickness | tw | 19.1 mm |
| Radius of Gyration about X-X | rx | 28 mm |
| Radius of Gyrations about Y-Y | ry | 78 mm |
| Moment of Inertia about X-X | Ix | 7000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 55000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 97000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 339000 mm3 |
| Plastic Section Modulus about X-X | Zx | 177000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 556000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 70 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L6X4X0.750X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 4 in (102 mm) and 6 in (152 mm) respectively. It weighs 47.2 lb/ft (70 kg/m) and has a cross sectional area of 13.9 in2 (8968 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