Section properties for HSS18X6X0.500
Structural sectional properties for a HSS18X6X0.500 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | HSS |
| Section Name | Name | HSS18X6X0.500 |
| Cross Sectional Area | A | 20.9 in2 |
| Section Width | b | 6 in |
| Section Depth | d | 18 in |
| Flange thickness | tf | 0.5 in |
| Web thickness | tw | 0.5 in |
| Radius of Gyration about X-X | rx | 6.07 in |
| Radius of Gyrations about Y-Y | ry | 2.53 in |
| Moment of Inertia about X-X | Ix | 770 in4 |
| Moment of Intertia about Y-Y | Iy | 134 in4 |
| Elastic Section Modulus about X-X | Sx | 85.6 in3 |
| Elastic Section Modulus about Y-Y | Sy | 44.6 in3 |
| Plastic Section Modulus about X-X | Zx | 112 in3 |
| Plastic Section Modulus about Y-Y | Zy | 50.7 in3 |
| St. Venant Torsional Constant | J | 387 in4 |
| Self Weight of section per foot | Weight | 76.07 lb/ft |
A HSS18X6X0.500 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 76.07 lb/ft and has a cross sectional area of 20.9 in2. The height and width of the section are 18 in and 6 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