Structural sectional properties for a W12X40 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X40 |
Cross Sectional Area | A | 11.7 in2 |
Section Width | b | 8.01 in |
Section Depth | d | 11.9 in |
Flange thickness | tf | 0.515 in |
Web thickness | tw | 0.295 in |
Radius of Gyration about X-X | rx | 5.13 in |
Radius of Gyrations about Y-Y | ry | 1.94 in |
Moment of Inertia about X-X | Ix | 307 in4 |
Moment of Intertia about Y-Y | Iy | 44.1 in4 |
Elastic Section Modulus about X-X | Sx | 51.5 in3 |
Elastic Section Modulus about Y-Y | Sy | 11 in3 |
Plastic Section Modulus about X-X | Zx | 57 in3 |
Plastic Section Modulus about Y-Y | Zy | 16.8 in3 |
St. Venant Torsional Constant | J | 0.906 in4 |
Warping Torsion Constant | Cw | 1440 in6 |
Self Weight of section per foot | Weight | 40 lb/ft |
A W12X40 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 40 lb/ft and has a cross sectional area of 11.7 in2. The height and width of the section are 11.9 in and 8.01 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: