Dimensions and section properties for 2L5X3.5X0.625X0.750SLBB
Structural sectional properties for a 2L5X3.5X0.625X0.750SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L5X3.5X0.625X0.750SLBB |
| Cross Sectional Area | A | 9.86 in2 |
| Section Width | b | 5 in |
| Section Depth | d | 3.5 in |
| Flange thickness | tf | 0.625 in |
| Web thickness | tw | 0.625 in |
| Radius of Gyration about X-X | rx | 0.987 in |
| Radius of Gyrations about Y-Y | ry | 2.59 in |
| Moment of Inertia about X-X | Ix | 9.6 in4 |
| Moment of Intertia about Y-Y | Iy | 66.1 in4 |
| Elastic Section Modulus about X-X | Sx | 3.76 in3 |
| Elastic Section Modulus about Y-Y | Sy | 12.3 in3 |
| Plastic Section Modulus about X-X | Zx | 6.87 in3 |
| Plastic Section Modulus about Y-Y | Zy | 20.4 in3 |
| Self Weight of section | Weight | 33.6 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L5X3.5X0.625X0.750SLBB |
| Cross Sectional Area | A | 6361 mm2 |
| Section Width | b | 127 mm |
| Section Depth | d | 89 mm |
| Flange thickness | tf | 15.9 mm |
| Web thickness | tw | 15.9 mm |
| Radius of Gyration about X-X | rx | 25 mm |
| Radius of Gyrations about Y-Y | ry | 66 mm |
| Moment of Inertia about X-X | Ix | 4000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 28000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 62000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 202000 mm3 |
| Plastic Section Modulus about X-X | Zx | 113000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 334000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 50 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L5X3.5X0.625X0.750SLBB 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 33.6 lb/ft (50 kg/m) and has a cross sectional area of 9.86 in2 (6361 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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