Structural sectional properties for a L5X3.5X0.625 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L5X3.5X0.625 |
Cross Sectional Area | A | 4.93 in2 |
Section Width | b | 5 in |
Section Depth | d | 3.5 in |
Flange thickness | tf | 0.625 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 1.56 in |
Radius of Gyrations about Y-Y | ry | 0.987 in |
Moment of Inertia about X-X | Ix | 12 in4 |
Moment of Intertia about Y-Y | Iy | 4.8 in4 |
Elastic Section Modulus about X-X | Sx | 3.63 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.88 in3 |
Plastic Section Modulus about X-X | Zx | 6.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 3.43 in3 |
St. Venant Torsional Constant | J | 0.651 in4 |
Warping Torsion Constant | Cw | 0.918 in6 |
Self Weight of section per foot | Weight | 16.8 lb/ft |
A L5X3.5X0.625 steel section is a standard North American steel section in the L - Angle category. It weighs 16.8 lb/ft and has a cross sectional area of 4.93 in2. The height and width of the section are 3.5 in and 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: