Section properties for HSS10X8X0.3125
Structural sectional properties for a HSS10X8X0.3125 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | HSS |
| Section Name | Name | HSS10X8X0.3125 |
| Cross Sectional Area | A | 9.92 in2 |
| Section Width | b | 8 in |
| Section Depth | d | 10 in |
| Flange thickness | tf | 0.3125 in |
| Web thickness | tw | 0.3125 in |
| Radius of Gyration about X-X | rx | 3.82 in |
| Radius of Gyrations about Y-Y | ry | 3.22 in |
| Moment of Inertia about X-X | Ix | 145 in4 |
| Moment of Intertia about Y-Y | Iy | 103 in4 |
| Elastic Section Modulus about X-X | Sx | 29 in3 |
| Elastic Section Modulus about Y-Y | Sy | 25.7 in3 |
| Plastic Section Modulus about X-X | Zx | 34.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 29.6 in3 |
| St. Venant Torsional Constant | J | 190 in4 |
| Self Weight of section per foot | Weight | 36.1 lb/ft |
A HSS10X8X0.3125 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 36.1 lb/ft and has a cross sectional area of 9.92 in2. The height and width of the section are 10 in and 8 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
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