Structural sectional properties for a HSS12X6X0.500 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS12X6X0.500 |
Cross Sectional Area | A | 15.3 in2 |
Section Width | b | 6 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.5 in |
Web thickness | tw | 0.5 in |
Radius of Gyration about X-X | rx | 4.21 in |
Radius of Gyrations about Y-Y | ry | 2.44 in |
Moment of Inertia about X-X | Ix | 271 in4 |
Moment of Intertia about Y-Y | Iy | 91.1 in4 |
Elastic Section Modulus about X-X | Sx | 45.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 30.4 in3 |
Plastic Section Modulus about X-X | Zx | 57.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 35.2 in3 |
St. Venant Torsional Constant | J | 227 in4 |
Self Weight of section per foot | Weight | 55.66 lb/ft |
A HSS12X6X0.500 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 55.66 lb/ft and has a cross sectional area of 15.3 in2. The height and width of the section are 12 in and 6 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: