Structural sectional properties for a HSS12X8X0.625 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS12X8X0.625 |
Cross Sectional Area | A | 21 in2 |
Section Width | b | 8 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.625 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 4.34 in |
Radius of Gyrations about Y-Y | ry | 3.16 in |
Moment of Inertia about X-X | Ix | 397 in4 |
Moment of Intertia about Y-Y | Iy | 210 in4 |
Elastic Section Modulus about X-X | Sx | 66.1 in3 |
Elastic Section Modulus about Y-Y | Sy | 52.5 in3 |
Plastic Section Modulus about X-X | Zx | 82.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 61.9 in3 |
St. Venant Torsional Constant | J | 454 in4 |
Self Weight of section per foot | Weight | 76.33 lb/ft |
A HSS12X8X0.625 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 76.33 lb/ft and has a cross sectional area of 21 in2. The height and width of the section are 12 in and 8 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: