Dimensions and section properties for 2L2.5X1.5X0.250X0.375SLBB
Structural sectional properties for a 2L2.5X1.5X0.250X0.375SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L2.5X1.5X0.250X0.375SLBB |
| Cross Sectional Area | A | 1.89 in2 |
| Section Width | b | 2.5 in |
| Section Depth | d | 1.5 in |
| Flange thickness | tf | 0.25 in |
| Web thickness | tw | 0.25 in |
| Radius of Gyration about X-X | rx | 0.409 in |
| Radius of Gyrations about Y-Y | ry | 1.315 in |
| Moment of Inertia about X-X | Ix | 0.316 in4 |
| Moment of Intertia about Y-Y | Iy | 3.29 in4 |
| Elastic Section Modulus about X-X | Sx | 0.28 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.22 in3 |
| Plastic Section Modulus about X-X | Zx | 1.12 in3 |
| Plastic Section Modulus about Y-Y | Zy | 2 in3 |
| Self Weight of section | Weight | 6.38 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L2.5X1.5X0.250X0.375SLBB |
| Cross Sectional Area | A | 1219 mm2 |
| Section Width | b | 64 mm |
| Section Depth | d | 38 mm |
| Flange thickness | tf | 6.4 mm |
| Web thickness | tw | 6.4 mm |
| Radius of Gyration about X-X | rx | 10 mm |
| Radius of Gyrations about Y-Y | ry | 33 mm |
| Moment of Inertia about X-X | Ix | 0 mm4 |
| Moment of Intertia about Y-Y | Iy | 1000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 5000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 20000 mm3 |
| Plastic Section Modulus about X-X | Zx | 18000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 33000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 9 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L2.5X1.5X0.250X0.375SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 1.5 in (38 mm) and 2.5 in (64 mm) respectively. It weighs 6.38 lb/ft (9 kg/m) and has a cross sectional area of 1.89 in2 (1219 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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