Structural sectional properties for a L8X8X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L8X8X0.750 |
Cross Sectional Area | A | 11.5 in2 |
Section Width | b | 8 in |
Section Depth | d | 8 in |
Flange thickness | tf | 0.75 in |
Web thickness | tw | 0.75 in |
Radius of Gyration about X-X | rx | 2.46 in |
Radius of Gyrations about Y-Y | ry | 2.46 in |
Moment of Inertia about X-X | Ix | 69.9 in4 |
Moment of Intertia about Y-Y | Iy | 69.9 in4 |
Elastic Section Modulus about X-X | Sx | 12.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 12.2 in3 |
Plastic Section Modulus about X-X | Zx | 22 in3 |
Plastic Section Modulus about Y-Y | Zy | 22 in3 |
St. Venant Torsional Constant | J | 2.21 in4 |
Warping Torsion Constant | Cw | 10.4 in6 |
Self Weight of section per foot | Weight | 38.9 lb/ft |
A L8X8X0.750 steel section is a standard North American steel section in the L - Angle category. It weighs 38.9 lb/ft and has a cross sectional area of 11.5 in2. The height and width of the section are 8 in and 8 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: