Section properties for HSS9X7X0.625
Structural sectional properties for a HSS9X7X0.625 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | HSS |
| Section Name | Name | HSS9X7X0.625 |
| Cross Sectional Area | A | 16.4 in2 |
| Section Width | b | 7 in |
| Section Depth | d | 9 in |
| Flange thickness | tf | 0.625 in |
| Web thickness | tw | 0.625 in |
| Radius of Gyration about X-X | rx | 3.26 in |
| Radius of Gyrations about Y-Y | ry | 2.68 in |
| Moment of Inertia about X-X | Ix | 174 in4 |
| Moment of Intertia about Y-Y | Iy | 117 in4 |
| Elastic Section Modulus about X-X | Sx | 38.7 in3 |
| Elastic Section Modulus about Y-Y | Sy | 33.5 in3 |
| Plastic Section Modulus about X-X | Zx | 48.3 in3 |
| Plastic Section Modulus about Y-Y | Zy | 40.5 in3 |
| St. Venant Torsional Constant | J | 235 in4 |
| Self Weight of section per foot | Weight | 59.32 lb/ft |
A HSS9X7X0.625 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 59.32 lb/ft and has a cross sectional area of 16.4 in2. The height and width of the section are 9 in and 7 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
Calcs.app