Section properties for S6X12.5
Structural sectional properties for a S6X12.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | S |
| Section Name | Name | S6X12.5 |
| Cross Sectional Area | A | 3.66 in2 |
| Section Width | b | 3.33 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.359 in |
| Web thickness | tw | 0.232 in |
| Radius of Gyration about X-X | rx | 2.45 in |
| Radius of Gyrations about Y-Y | ry | 0.702 in |
| Moment of Inertia about X-X | Ix | 22 in4 |
| Moment of Intertia about Y-Y | Iy | 1.8 in4 |
| Elastic Section Modulus about X-X | Sx | 7.34 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.08 in3 |
| Plastic Section Modulus about X-X | Zx | 8.45 in3 |
| Plastic Section Modulus about Y-Y | Zy | 1.86 in3 |
| St. Venant Torsional Constant | J | 0.167 in4 |
| Warping Torsion Constant | Cw | 14.3 in6 |
| Self Weight of section per foot | Weight | 12.5 lb/ft |
A S6X12.5 steel section is a standard North American steel section in the S - Standard Wide Flange category. It weighs 12.5 lb/ft and has a cross sectional area of 3.66 in2. The height and width of the section are 6 in and 3.33 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
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