Structural sectional properties for a L3X2X0.3125 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L3X2X0.3125 |
Cross Sectional Area | A | 1.48 in2 |
Section Width | b | 3 in |
Section Depth | d | 2 in |
Flange thickness | tf | 0.313 in |
Web thickness | tw | 0.313 in |
Radius of Gyration about X-X | rx | 0.945 in |
Radius of Gyrations about Y-Y | ry | 0.562 in |
Moment of Inertia about X-X | Ix | 1.32 in4 |
Moment of Intertia about Y-Y | Iy | 0.467 in4 |
Elastic Section Modulus about X-X | Sx | 0.662 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.314 in3 |
Plastic Section Modulus about X-X | Zx | 1.19 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.572 in3 |
St. Venant Torsional Constant | J | 0.051 in4 |
Warping Torsion Constant | Cw | 0.0248 in6 |
Self Weight of section per foot | Weight | 5 lb/ft |
A L3X2X0.3125 steel section is a standard North American steel section in the L - Angle category. It weighs 5 lb/ft and has a cross sectional area of 1.48 in2. The height and width of the section are 2 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: