Structural sectional properties for a HSS7X0.312 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS7X0.312 |
Cross Sectional Area | A | 6.13 in2 |
Section Depth | d | 7 in |
Flange thickness | tf | 0.312 in |
Web thickness | tw | 0.312 in |
Radius of Gyration about X-X | rx | 2.37 in |
Radius of Gyrations about Y-Y | ry | 2.37 in |
Moment of Inertia about X-X | Ix | 34.6 in4 |
Moment of Intertia about Y-Y | Iy | 34.6 in4 |
Elastic Section Modulus about X-X | Sx | 9.88 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.88 in3 |
Plastic Section Modulus about X-X | Zx | 13.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 13.1 in3 |
St. Venant Torsional Constant | J | 69.1 in4 |
Self Weight of section per foot | Weight | 22.31 lb/ft |
A HSS7X0.312 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 22.31 lb/ft and has a cross sectional area of 6.13 in2. The height and width of the section are 7 in and - 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: