Structural sectional properties for a L2.5X2X0.375 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L2.5X2X0.375 |
Cross Sectional Area | A | 1.55 in2 |
Section Width | b | 2.5 in |
Section Depth | d | 2 in |
Flange thickness | tf | 0.375 in |
Web thickness | tw | 0.375 in |
Radius of Gyration about X-X | rx | 0.766 in |
Radius of Gyrations about Y-Y | ry | 0.574 in |
Moment of Inertia about X-X | Ix | 0.914 in4 |
Moment of Intertia about Y-Y | Iy | 0.513 in4 |
Elastic Section Modulus about X-X | Sx | 0.546 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.361 in3 |
Plastic Section Modulus about X-X | Zx | 0.982 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.657 in3 |
St. Venant Torsional Constant | J | 0.0746 in4 |
Warping Torsion Constant | Cw | 0.0268 in6 |
Self Weight of section per foot | Weight | 5.3 lb/ft |
A L2.5X2X0.375 steel section is a standard North American steel section in the L - Angle category. It weighs 5.3 lb/ft and has a cross sectional area of 1.55 in2. The height and width of the section are 2 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: