Structural sectional properties for a HSS7X3X0.250 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS7X3X0.250 |
Cross Sectional Area | A | 4.3 in2 |
Section Width | b | 3 in |
Section Depth | d | 7 in |
Flange thickness | tf | 0.25 in |
Web thickness | tw | 0.25 in |
Radius of Gyration about X-X | rx | 2.42 in |
Radius of Gyrations about Y-Y | ry | 1.24 in |
Moment of Inertia about X-X | Ix | 25.2 in4 |
Moment of Intertia about Y-Y | Iy | 6.6 in4 |
Elastic Section Modulus about X-X | Sx | 7.19 in3 |
Elastic Section Modulus about Y-Y | Sy | 4.4 in3 |
Plastic Section Modulus about X-X | Zx | 9.22 in3 |
Plastic Section Modulus about Y-Y | Zy | 5.06 in3 |
St. Venant Torsional Constant | J | 17.5 in4 |
Self Weight of section per foot | Weight | 15.62 lb/ft |
A HSS7X3X0.250 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 15.62 lb/ft and has a cross sectional area of 4.3 in2. The height and width of the section are 7 in and 3 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: