Structural sectional properties for a W16X57 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W16X57 |
Cross Sectional Area | A | 16.8 in2 |
Section Width | b | 7.12 in |
Section Depth | d | 16.4 in |
Flange thickness | tf | 0.715 in |
Web thickness | tw | 0.43 in |
Radius of Gyration about X-X | rx | 6.72 in |
Radius of Gyrations about Y-Y | ry | 1.6 in |
Moment of Inertia about X-X | Ix | 758 in4 |
Moment of Intertia about Y-Y | Iy | 43.1 in4 |
Elastic Section Modulus about X-X | Sx | 92.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 12.1 in3 |
Plastic Section Modulus about X-X | Zx | 105 in3 |
Plastic Section Modulus about Y-Y | Zy | 18.9 in3 |
St. Venant Torsional Constant | J | 2.22 in4 |
Warping Torsion Constant | Cw | 2660 in6 |
Self Weight of section per foot | Weight | 57 lb/ft |
A W16X57 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 57 lb/ft and has a cross sectional area of 16.8 in2. The height and width of the section are 16.4 in and 7.12 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: