Structural sectional properties for a L8X6X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L8X6X0.750 |
Cross Sectional Area | A | 9.99 in2 |
Section Width | b | 8 in |
Section Depth | d | 6 in |
Flange thickness | tf | 0.75 in |
Web thickness | tw | 0.75 in |
Radius of Gyration about X-X | rx | 2.52 in |
Radius of Gyrations about Y-Y | ry | 1.75 in |
Moment of Inertia about X-X | Ix | 63.5 in4 |
Moment of Intertia about Y-Y | Iy | 30.8 in4 |
Elastic Section Modulus about X-X | Sx | 11.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.92 in3 |
Plastic Section Modulus about X-X | Zx | 21.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 12.5 in3 |
St. Venant Torsional Constant | J | 1.9 in4 |
Warping Torsion Constant | Cw | 7.28 in6 |
Self Weight of section per foot | Weight | 33.8 lb/ft |
A L8X6X0.750 steel section is a standard North American steel section in the L - Angle category. It weighs 33.8 lb/ft and has a cross sectional area of 9.99 in2. The height and width of the section are 6 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: