Structural sectional properties for a HSS7.500X0.500 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS7.500X0.500 |
Cross Sectional Area | A | 10.3 in2 |
Section Depth | d | 7.5 in |
Flange thickness | tf | 0.5 in |
Web thickness | tw | 0.5 in |
Radius of Gyration about X-X | rx | 2.49 in |
Radius of Gyrations about Y-Y | ry | 2.49 in |
Moment of Inertia about X-X | Ix | 63.9 in4 |
Moment of Intertia about Y-Y | Iy | 63.9 in4 |
Elastic Section Modulus about X-X | Sx | 17 in3 |
Elastic Section Modulus about Y-Y | Sy | 17 in3 |
Plastic Section Modulus about X-X | Zx | 23 in3 |
Plastic Section Modulus about Y-Y | Zy | 23 in3 |
St. Venant Torsional Constant | J | 128 in4 |
Self Weight of section per foot | Weight | 37.42 lb/ft |
A HSS7.500X0.500 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 37.42 lb/ft and has a cross sectional area of 10.3 in2. The height and width of the section are 7.5 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: