Structural sectional properties for a L6X6X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L6X6X0.750 |
Cross Sectional Area | A | 8.46 in2 |
Section Width | b | 6 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 | 1.82 in |
Radius of Gyrations about Y-Y | ry | 1.82 in |
Moment of Inertia about X-X | Ix | 28.1 in4 |
Moment of Intertia about Y-Y | Iy | 28.1 in4 |
Elastic Section Modulus about X-X | Sx | 6.64 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.64 in3 |
Plastic Section Modulus about X-X | Zx | 11.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 11.9 in3 |
St. Venant Torsional Constant | J | 1.61 in4 |
Warping Torsion Constant | Cw | 4.17 in6 |
Self Weight of section per foot | Weight | 28.7 lb/ft |
A L6X6X0.750 steel section is a standard North American steel section in the L - Angle category. It weighs 28.7 lb/ft and has a cross sectional area of 8.46 in2. The height and width of the section are 6 in and 6 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: