Dimensions and section properties for 2L2X2X0.125X0.750
Structural sectional properties for a 2L2X2X0.125X0.750 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L2X2X0.125X0.750 |
| Cross Sectional Area | A | 0.982 in2 |
| Section Width | b | 2 in |
| Section Depth | d | 2 in |
| Flange thickness | tf | 0.125 in |
| Web thickness | tw | 0.125 in |
| Radius of Gyration about X-X | rx | 0.62 in |
| Radius of Gyrations about Y-Y | ry | 1.1 in |
| Moment of Inertia about X-X | Ix | 0.378 in4 |
| Moment of Intertia about Y-Y | Iy | 1.19 in4 |
| Elastic Section Modulus about X-X | Sx | 0.258 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.501 in3 |
| Plastic Section Modulus about X-X | Zx | 0.46 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.893 in3 |
| Self Weight of section | Weight | 3.3 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L2X2X0.125X0.750 |
| Cross Sectional Area | A | 634 mm2 |
| Section Width | b | 51 mm |
| Section Depth | d | 51 mm |
| Flange thickness | tf | 3.2 mm |
| Web thickness | tw | 3.2 mm |
| Radius of Gyration about X-X | rx | 16 mm |
| Radius of Gyrations about Y-Y | ry | 28 mm |
| Moment of Inertia about X-X | Ix | 0 mm4 |
| Moment of Intertia about Y-Y | Iy | 0 mm4 |
| Elastic Section Modulus about X-X | Sx | 4000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 8000 mm3 |
| Plastic Section Modulus about X-X | Zx | 8000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 15000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 5 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L2X2X0.125X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 2 in (51 mm) and 2 in (51 mm) respectively. It weighs 3.3 lb/ft (5 kg/m) and has a cross sectional area of 0.982 in2 (634 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