Dimensions and section properties for 2L6X3.5X0.3125X0.750LLBB
Structural sectional properties for a 2L6X3.5X0.3125X0.750LLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X3.5X0.3125X0.750LLBB |
| Cross Sectional Area | A | 5.78 in2 |
| Section Width | b | 6 in |
| Section Depth | d | 3.5 in |
| Flange thickness | tf | 0.313 in |
| Web thickness | tw | 0.313 in |
| Radius of Gyration about X-X | rx | 1.94 in |
| Radius of Gyrations about Y-Y | ry | 1.5 in |
| Moment of Inertia about X-X | Ix | 21.8 in4 |
| Moment of Intertia about Y-Y | Iy | 13 in4 |
| Elastic Section Modulus about X-X | Sx | 5.44 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.35 in3 |
| Plastic Section Modulus about X-X | Zx | 9.68 in3 |
| Plastic Section Modulus about Y-Y | Zy | 6.54 in3 |
| Self Weight of section | Weight | 19.6 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X3.5X0.3125X0.750LLBB |
| Cross Sectional Area | A | 3729 mm2 |
| Section Width | b | 152 mm |
| Section Depth | d | 89 mm |
| Flange thickness | tf | 8 mm |
| Web thickness | tw | 8 mm |
| Radius of Gyration about X-X | rx | 49 mm |
| Radius of Gyrations about Y-Y | ry | 38 mm |
| Moment of Inertia about X-X | Ix | 9000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 89000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 55000 mm3 |
| Plastic Section Modulus about X-X | Zx | 159000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 107000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 29 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L6X3.5X0.3125X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 3.5 in (89 mm) and 6 in (152 mm) respectively. It weighs 19.6 lb/ft (29 kg/m) and has a cross sectional area of 5.78 in2 (3729 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