Structural sectional properties for a 2L5X3.5X0.750X0.750LLBB standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L5X3.5X0.750X0.750LLBB |
| Cross Sectional Area | A | 11.7 in2 |
| Section Width | b | 5 in |
| Section Depth | d | 3.5 in |
| Flange thickness | tf | 0.75 in |
| Web thickness | tw | 0.75 in |
| Radius of Gyration about X-X | rx | 1.55 in |
| Radius of Gyrations about Y-Y | ry | 1.68 in |
| Moment of Inertia about X-X | Ix | 27.8 in4 |
| Moment of Intertia about Y-Y | Iy | 33 in4 |
| Elastic Section Modulus about X-X | Sx | 8.52 in3 |
| Elastic Section Modulus about Y-Y | Sy | 8.52 in3 |
| Plastic Section Modulus about X-X | Zx | 15.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 16 in3 |
| Self Weight of section | Weight | 39.6 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L5X3.5X0.750X0.750LLBB |
| Cross Sectional Area | A | 7548 mm2 |
| Section Width | b | 127 mm |
| Section Depth | d | 89 mm |
| Flange thickness | tf | 19.1 mm |
| Web thickness | tw | 19.1 mm |
| Radius of Gyration about X-X | rx | 39 mm |
| Radius of Gyrations about Y-Y | ry | 43 mm |
| Moment of Inertia about X-X | Ix | 12000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 14000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 140000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 140000 mm3 |
| Plastic Section Modulus about X-X | Zx | 249000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 262000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 59 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L5X3.5X0.750X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 3.5 in (89 mm) and 5 in (127 mm) respectively. It weighs 39.6 lb/ft (59 kg/m) and has a cross sectional area of 11.7 in2 (7548 mm2).
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: