Dimensions and section properties for 2L6X3.5X0.375LLBB
Structural sectional properties for a 2L6X3.5X0.375LLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X3.5X0.375LLBB |
| Cross Sectional Area | A | 6.88 in2 |
| Section Width | b | 6 in |
| Section Depth | d | 3.5 in |
| Flange thickness | tf | 0.375 in |
| Web thickness | tw | 0.375 in |
| Radius of Gyration about X-X | rx | 1.93 in |
| Radius of Gyrations about Y-Y | ry | 1.26 in |
| Moment of Inertia about X-X | Ix | 25.8 in4 |
| Moment of Intertia about Y-Y | Iy | 10.9 in4 |
| Elastic Section Modulus about X-X | Sx | 6.46 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.11 in3 |
| Plastic Section Modulus about X-X | Zx | 11.5 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.37 in3 |
| Self Weight of section | Weight | 23.4 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L6X3.5X0.375LLBB |
| Cross Sectional Area | A | 4439 mm2 |
| Section Width | b | 152 mm |
| Section Depth | d | 89 mm |
| Flange thickness | tf | 9.5 mm |
| Web thickness | tw | 9.5 mm |
| Radius of Gyration about X-X | rx | 49 mm |
| Radius of Gyrations about Y-Y | ry | 32 mm |
| Moment of Inertia about X-X | Ix | 11000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 106000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 51000 mm3 |
| Plastic Section Modulus about X-X | Zx | 188000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 88000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 35 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L6X3.5X0.375LLBB 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 23.4 lb/ft (35 kg/m) and has a cross sectional area of 6.88 in2 (4439 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