Structural sectional properties for a HSS5X4X0.3125 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS5X4X0.3125 |
Cross Sectional Area | A | 4.68 in2 |
Section Width | b | 4 in |
Section Depth | d | 5 in |
Flange thickness | tf | 0.3125 in |
Web thickness | tw | 0.3125 in |
Radius of Gyration about X-X | rx | 1.84 in |
Radius of Gyrations about Y-Y | ry | 1.54 in |
Moment of Inertia about X-X | Ix | 15.8 in4 |
Moment of Intertia about Y-Y | Iy | 11.1 in4 |
Elastic Section Modulus about X-X | Sx | 6.32 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.57 in3 |
Plastic Section Modulus about X-X | Zx | 7.79 in3 |
Plastic Section Modulus about Y-Y | Zy | 6.67 in3 |
St. Venant Torsional Constant | J | 21.7 in4 |
Self Weight of section per foot | Weight | 16.96 lb/ft |
A HSS5X4X0.3125 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 16.96 lb/ft and has a cross sectional area of 4.68 in2. The height and width of the section are 5 in and 4 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: