Structural sectional properties for a HSS14X6X0.1875 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS14X6X0.1875 |
Cross Sectional Area | A | 6.76 in2 |
Section Width | b | 6 in |
Section Depth | d | 14 in |
Flange thickness | tf | 0.1875 in |
Web thickness | tw | 0.1875 in |
Radius of Gyration about X-X | rx | 5.01 in |
Radius of Gyrations about Y-Y | ry | 2.61 in |
Moment of Inertia about X-X | Ix | 170 in4 |
Moment of Intertia about Y-Y | Iy | 45.9 in4 |
Elastic Section Modulus about X-X | Sx | 24.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 15.3 in3 |
Plastic Section Modulus about X-X | Zx | 30.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 16.7 in3 |
St. Venant Torsional Constant | J | 116 in4 |
Self Weight of section per foot | Weight | 24.73 lb/ft |
A HSS14X6X0.1875 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 24.73 lb/ft and has a cross sectional area of 6.76 in2. The height and width of the section are 14 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: