Dimensions and section properties for 2L3X2.5X0.250X0.750SLBB
Structural sectional properties for a 2L3X2.5X0.250X0.750SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3X2.5X0.250X0.750SLBB |
| Cross Sectional Area | A | 2.64 in2 |
| Section Width | b | 3 in |
| Section Depth | d | 2.5 in |
| Flange thickness | tf | 0.25 in |
| Web thickness | tw | 0.25 in |
| Radius of Gyration about X-X | rx | 0.746 in |
| Radius of Gyrations about Y-Y | ry | 1.58 in |
| Moment of Inertia about X-X | Ix | 1.47 in4 |
| Moment of Intertia about Y-Y | Iy | 6.59 in4 |
| Elastic Section Modulus about X-X | Sx | 0.794 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.95 in3 |
| Plastic Section Modulus about X-X | Zx | 1.41 in3 |
| Plastic Section Modulus about Y-Y | Zy | 3.37 in3 |
| Self Weight of section | Weight | 9 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3X2.5X0.250X0.750SLBB |
| Cross Sectional Area | A | 1703 mm2 |
| Section Width | b | 76 mm |
| Section Depth | d | 64 mm |
| Flange thickness | tf | 6.4 mm |
| Web thickness | tw | 6.4 mm |
| Radius of Gyration about X-X | rx | 19 mm |
| Radius of Gyrations about Y-Y | ry | 40 mm |
| Moment of Inertia about X-X | Ix | 1000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 13000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 32000 mm3 |
| Plastic Section Modulus about X-X | Zx | 23000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 55000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 13 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3X2.5X0.250X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 2.5 in (64 mm) and 3 in (76 mm) respectively. It weighs 9 lb/ft (13 kg/m) and has a cross sectional area of 2.64 in2 (1703 mm2).
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
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The section has a flexural elastic moment capacity of:
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