Structural sectional properties for a 2L2.5X2.5X0.250X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L2.5X2.5X0.250X0.750 |
Cross Sectional Area | A | 2.38 in2 |
Section Width | b | 2.5 in |
Section Depth | d | 2.5 in |
Flange thickness | tf | 0.25 in |
Web thickness | tw | 0.25 in |
Radius of Gyration about X-X | rx | 0.764 in |
Radius of Gyrations about Y-Y | ry | 1.33 in |
Moment of Inertia about X-X | Ix | 1.38 in4 |
Moment of Intertia about Y-Y | Iy | 4.21 in4 |
Elastic Section Modulus about X-X | Sx | 0.774 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.46 in3 |
Plastic Section Modulus about X-X | Zx | 1.39 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.58 in3 |
Self Weight of section per foot | Weight | 8.2 lb/ft |
A 2L2.5X2.5X0.250X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 8.2 lb/ft and has a cross sectional area of 2.38 in2. The height and width of the section are 2.5 in and 2.5 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: