Structural sectional properties for a W12X152 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X152 |
Cross Sectional Area | A | 44.7 in2 |
Section Width | b | 12.5 in |
Section Depth | d | 13.7 in |
Flange thickness | tf | 1.4 in |
Web thickness | tw | 0.87 in |
Radius of Gyration about X-X | rx | 5.66 in |
Radius of Gyrations about Y-Y | ry | 3.19 in |
Moment of Inertia about X-X | Ix | 1430 in4 |
Moment of Intertia about Y-Y | Iy | 454 in4 |
Elastic Section Modulus about X-X | Sx | 209 in3 |
Elastic Section Modulus about Y-Y | Sy | 72.8 in3 |
Plastic Section Modulus about X-X | Zx | 243 in3 |
Plastic Section Modulus about Y-Y | Zy | 111 in3 |
St. Venant Torsional Constant | J | 25.8 in4 |
Warping Torsion Constant | Cw | 17200 in6 |
Self Weight of section per foot | Weight | 152 lb/ft |
A W12X152 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 152 lb/ft and has a cross sectional area of 44.7 in2. The height and width of the section are 13.7 in and 12.5 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: