Structural sectional properties for a S10X35 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | S |
| Section Name | Name | S10X35 |
| Cross Sectional Area | A | 10.3 in2 |
| Section Width | b | 4.94 in |
| Section Depth | d | 10 in |
| Flange thickness | tf | 0.491 in |
| Web thickness | tw | 0.594 in |
| Radius of Gyration about X-X | rx | 3.78 in |
| Radius of Gyrations about Y-Y | ry | 0.899 in |
| Moment of Inertia about X-X | Ix | 147 in4 |
| Moment of Intertia about Y-Y | Iy | 8.3 in4 |
| Elastic Section Modulus about X-X | Sx | 29.4 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.36 in3 |
| Plastic Section Modulus about X-X | Zx | 35.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 6.19 in3 |
| St. Venant Torsional Constant | J | 1.29 in4 |
| Warping Torsion Constant | Cw | 188 in6 |
| Self Weight of section | Weight | 35 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | S |
| Section Name | Name | S10X35 |
| Cross Sectional Area | A | 6645 mm2 |
| Section Width | b | 125 mm |
| Section Depth | d | 254 mm |
| Flange thickness | tf | 12.5 mm |
| Web thickness | tw | 15.1 mm |
| Radius of Gyration about X-X | rx | 96 mm |
| Radius of Gyrations about Y-Y | ry | 23 mm |
| Moment of Inertia about X-X | Ix | 61000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 482000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 55000 mm3 |
| Plastic Section Modulus about X-X | Zx | 580000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 101000 mm3 |
| St. Venant Torsional Constant | J | 537000 mm4 |
| Warping Torsion Constant | Cw | 50000000000 mm6 |
| Self Weight of section | Weight | 52 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A S10X35 steel section is a standard North American steel section in the S - Standard Wide Flange category. The height and width of the section are 10 in (254 mm) and 4.94 in (125 mm) respectively. It weighs 35 lb/ft (52 kg/m) and has a cross sectional area of 10.3 in2 (6645 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: