Structural sectional properties for a W36X150 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W36X150 |
Cross Sectional Area | A | 44.3 in2 |
Section Width | b | 12 in |
Section Depth | d | 35.9 in |
Flange thickness | tf | 0.94 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 14.3 in |
Radius of Gyrations about Y-Y | ry | 2.47 in |
Moment of Inertia about X-X | Ix | 9040 in4 |
Moment of Intertia about Y-Y | Iy | 270 in4 |
Elastic Section Modulus about X-X | Sx | 504 in3 |
Elastic Section Modulus about Y-Y | Sy | 45.1 in3 |
Plastic Section Modulus about X-X | Zx | 581 in3 |
Plastic Section Modulus about Y-Y | Zy | 70.9 in3 |
St. Venant Torsional Constant | J | 10.1 in4 |
Warping Torsion Constant | Cw | 82200 in6 |
Self Weight of section per foot | Weight | 150 lb/ft |
A W36X150 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 150 lb/ft and has a cross sectional area of 44.3 in2. The height and width of the section are 35.9 in and 12 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: