Structural sectional properties for a ST10X48 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | ST |
| Section Name | Name | ST10X48 |
| Cross Sectional Area | A | 14.1 in2 |
| Section Width | b | 7.2 in |
| Section Depth | d | 10.2 in |
| Flange thickness | tf | 0.92 in |
| Web thickness | tw | 0.8 in |
| Radius of Gyration about X-X | rx | 3.18 in |
| Radius of Gyrations about Y-Y | ry | 1.33 in |
| Moment of Inertia about X-X | Ix | 143 in4 |
| Moment of Intertia about Y-Y | Iy | 25 in4 |
| Elastic Section Modulus about X-X | Sx | 20.3 in3 |
| Elastic Section Modulus about Y-Y | Sy | 6.93 in3 |
| Plastic Section Modulus about X-X | Zx | 36.9 in3 |
| Plastic Section Modulus about Y-Y | Zy | 12.5 in3 |
| St. Venant Torsional Constant | J | 4.16 in4 |
| Warping Torsion Constant | Cw | 15 in6 |
| Self Weight of section | Weight | 48 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | ST |
| Section Name | Name | ST10X48 |
| Cross Sectional Area | A | 9097 mm2 |
| Section Width | b | 183 mm |
| Section Depth | d | 259 mm |
| Flange thickness | tf | 23.4 mm |
| Web thickness | tw | 20.3 mm |
| Radius of Gyration about X-X | rx | 81 mm |
| Radius of Gyrations about Y-Y | ry | 34 mm |
| Moment of Inertia about X-X | Ix | 60000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 10000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 333000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 114000 mm3 |
| Plastic Section Modulus about X-X | Zx | 605000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 205000 mm3 |
| St. Venant Torsional Constant | J | 1732000 mm4 |
| Warping Torsion Constant | Cw | 4000000000 mm6 |
| Self Weight of section | Weight | 71 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A ST10X48 steel section is a standard North American steel section in the ST - Standard Tee Sections category. The height and width of the section are 10.2 in (259 mm) and 7.2 in (183 mm) respectively. It weighs 48 lb/ft (71 kg/m) and has a cross sectional area of 14.1 in2 (9097 mm2).
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: