Dimensions and section properties for 2L3.5X3X0.4375SLBB
Structural sectional properties for a 2L3.5X3X0.4375SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3.5X3X0.4375SLBB |
| Cross Sectional Area | A | 5.34 in2 |
| Section Width | b | 3.5 in |
| Section Depth | d | 3 in |
| Flange thickness | tf | 0.438 in |
| Web thickness | tw | 0.438 in |
| Radius of Gyration about X-X | rx | 0.885 in |
| Radius of Gyrations about Y-Y | ry | 1.54 in |
| Moment of Inertia about X-X | Ix | 4.18 in4 |
| Moment of Intertia about Y-Y | Iy | 12.7 in4 |
| Elastic Section Modulus about X-X | Sx | 1.94 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.63 in3 |
| Plastic Section Modulus about X-X | Zx | 3.49 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.82 in3 |
| Self Weight of section | Weight | 18.2 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3.5X3X0.4375SLBB |
| Cross Sectional Area | A | 3445 mm2 |
| Section Width | b | 89 mm |
| Section Depth | d | 76 mm |
| Flange thickness | tf | 11.1 mm |
| Web thickness | tw | 11.1 mm |
| Radius of Gyration about X-X | rx | 22 mm |
| Radius of Gyrations about Y-Y | ry | 39 mm |
| Moment of Inertia about X-X | Ix | 2000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 32000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 59000 mm3 |
| Plastic Section Modulus about X-X | Zx | 57000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 95000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Warping Torsion Constant | Cw | NaN mm6 |
| Self Weight of section | Weight | 27 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3.5X3X0.4375SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 18.2 lb/ft and has a cross sectional area of 5.34 in2. The height and width of the section are 3 in and 3.5 in respectively.
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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