Dimensions and section properties for 2L3.5X2.5X0.375X0.375LLBB
Structural sectional properties for a 2L3.5X2.5X0.375X0.375LLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3.5X2.5X0.375X0.375LLBB |
| Cross Sectional Area | A | 4.24 in2 |
| Section Width | b | 3.5 in |
| Section Depth | d | 2.5 in |
| Flange thickness | tf | 0.375 in |
| Web thickness | tw | 0.375 in |
| Radius of Gyration about X-X | rx | 1.1 in |
| Radius of Gyrations about Y-Y | ry | 1.11 in |
| Moment of Inertia about X-X | Ix | 5.12 in4 |
| Moment of Intertia about Y-Y | Iy | 5.22 in4 |
| Elastic Section Modulus about X-X | Sx | 2.18 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.94 in3 |
| Plastic Section Modulus about X-X | Zx | 3.92 in3 |
| Plastic Section Modulus about Y-Y | Zy | 3.57 in3 |
| Self Weight of section | Weight | 14.4 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L3.5X2.5X0.375X0.375LLBB |
| Cross Sectional Area | A | 2735 mm2 |
| Section Width | b | 89 mm |
| Section Depth | d | 64 mm |
| Flange thickness | tf | 9.5 mm |
| Web thickness | tw | 9.5 mm |
| Radius of Gyration about X-X | rx | 28 mm |
| Radius of Gyrations about Y-Y | ry | 28 mm |
| Moment of Inertia about X-X | Ix | 2000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 2000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 36000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 32000 mm3 |
| Plastic Section Modulus about X-X | Zx | 64000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 59000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 21 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3.5X2.5X0.375X0.375LLBB 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 3.5 in (89 mm) respectively. It weighs 14.4 lb/ft (21 kg/m) and has a cross sectional area of 4.24 in2 (2735 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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