Structural sectional properties for a 2L2X2X0.125 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L2X2X0.125 |
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 | 0.818 in |
Moment of Inertia about X-X | Ix | 0.378 in4 |
Moment of Intertia about Y-Y | Iy | 0.657 in4 |
Elastic Section Modulus about X-X | Sx | 0.258 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.328 in3 |
Plastic Section Modulus about X-X | Zx | 0.46 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.524 in3 |
Self Weight of section per foot | Weight | 3.3 lb/ft |
A 2L2X2X0.125 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 3.3 lb/ft and has a cross sectional area of 0.982 in2. The height and width of the section are 2 in and 2 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: