Dimensions and section properties for 2L3X2.5X0.500X0.750LLBB
Structural sectional properties for a 2L3X2.5X0.500X0.750LLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3X2.5X0.500X0.750LLBB |
| Cross Sectional Area | A | 5 in2 |
| Section Width | b | 3 in |
| Section Depth | d | 2.5 in |
| Flange thickness | tf | 0.5 in |
| Web thickness | tw | 0.5 in |
| Radius of Gyration about X-X | rx | 0.91 in |
| Radius of Gyrations about Y-Y | ry | 1.33 in |
| Moment of Inertia about X-X | Ix | 4.14 in4 |
| Moment of Intertia about Y-Y | Iy | 8.84 in4 |
| Elastic Section Modulus about X-X | Sx | 2.06 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.07 in3 |
| Plastic Section Modulus about X-X | Zx | 3.72 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.6 in3 |
| Self Weight of section | Weight | 17 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3X2.5X0.500X0.750LLBB |
| Cross Sectional Area | A | 3226 mm2 |
| Section Width | b | 76 mm |
| Section Depth | d | 64 mm |
| Flange thickness | tf | 12.7 mm |
| Web thickness | tw | 12.7 mm |
| Radius of Gyration about X-X | rx | 23 mm |
| Radius of Gyrations about Y-Y | ry | 34 mm |
| Moment of Inertia about X-X | Ix | 2000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 4000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 34000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 50000 mm3 |
| Plastic Section Modulus about X-X | Zx | 61000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 92000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 25 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3X2.5X0.500X0.750LLBB 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 17 lb/ft (25 kg/m) and has a cross sectional area of 5 in2 (3226 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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