Dimensions and section properties for 2L5X3X0.375X0.750SLBB
Structural sectional properties for a 2L5X3X0.375X0.750SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L5X3X0.375X0.750SLBB |
| Cross Sectional Area | A | 5.72 in2 |
| Section Width | b | 5 in |
| Section Depth | d | 3 in |
| Flange thickness | tf | 0.375 in |
| Web thickness | tw | 0.375 in |
| Radius of Gyration about X-X | rx | 0.838 in |
| Radius of Gyrations about Y-Y | ry | 2.62 in |
| Moment of Inertia about X-X | Ix | 4.02 in4 |
| Moment of Intertia about Y-Y | Iy | 39.3 in4 |
| Elastic Section Modulus about X-X | Sx | 1.75 in3 |
| Elastic Section Modulus about Y-Y | Sy | 7.31 in3 |
| Plastic Section Modulus about X-X | Zx | 3.14 in3 |
| Plastic Section Modulus about Y-Y | Zy | 11.8 in3 |
| Self Weight of section | Weight | 19.6 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L5X3X0.375X0.750SLBB |
| Cross Sectional Area | A | 3690 mm2 |
| Section Width | b | 127 mm |
| Section Depth | d | 76 mm |
| Flange thickness | tf | 9.5 mm |
| Web thickness | tw | 9.5 mm |
| Radius of Gyration about X-X | rx | 21 mm |
| Radius of Gyrations about Y-Y | ry | 67 mm |
| Moment of Inertia about X-X | Ix | 2000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 16000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 29000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 120000 mm3 |
| Plastic Section Modulus about X-X | Zx | 51000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 193000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 29 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L5X3X0.375X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 3 in (76 mm) and 5 in (127 mm) respectively. It weighs 19.6 lb/ft (29 kg/m) and has a cross sectional area of 5.72 in2 (3690 mm2).
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft