Structural sectional properties for a L3X2.5X0.1875 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L3X2.5X0.1875 |
Cross Sectional Area | A | 1 in2 |
Section Width | b | 3 in |
Section Depth | d | 2.5 in |
Flange thickness | tf | 0.188 in |
Web thickness | tw | 0.188 in |
Radius of Gyration about X-X | rx | 0.947 in |
Radius of Gyrations about Y-Y | ry | 0.753 in |
Moment of Inertia about X-X | Ix | 0.899 in4 |
Moment of Intertia about Y-Y | Iy | 0.568 in4 |
Elastic Section Modulus about X-X | Sx | 0.423 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.303 in3 |
Plastic Section Modulus about X-X | Zx | 0.761 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.536 in3 |
St. Venant Torsional Constant | J | 0.013 in4 |
Warping Torsion Constant | Cw | 0.00705 in6 |
Self Weight of section per foot | Weight | 3.39 lb/ft |
A L3X2.5X0.1875 steel section is a standard North American steel section in the L - Angle category. It weighs 3.39 lb/ft and has a cross sectional area of 1 in2. The height and width of the section are 2.5 in and 3 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: