Structural sectional properties for a HSS3.500X0.250 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS3.500X0.250 |
Cross Sectional Area | A | 2.39 in2 |
Section Depth | d | 3.5 in |
Flange thickness | tf | 0.25 in |
Web thickness | tw | 0.25 in |
Radius of Gyration about X-X | rx | 1.16 in |
Radius of Gyrations about Y-Y | ry | 1.16 in |
Moment of Inertia about X-X | Ix | 3.21 in4 |
Moment of Intertia about Y-Y | Iy | 3.21 in4 |
Elastic Section Modulus about X-X | Sx | 1.83 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.83 in3 |
Plastic Section Modulus about X-X | Zx | 2.49 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.49 in3 |
St. Venant Torsional Constant | J | 6.41 in4 |
Self Weight of section per foot | Weight | 8.69 lb/ft |
A HSS3.500X0.250 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 8.69 lb/ft and has a cross sectional area of 2.39 in2. The height and width of the section are 3.5 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: