Structural sectional properties for a W12X53 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X53 |
Cross Sectional Area | A | 15.6 in2 |
Section Width | b | 10 in |
Section Depth | d | 12.1 in |
Flange thickness | tf | 0.575 in |
Web thickness | tw | 0.345 in |
Radius of Gyration about X-X | rx | 5.23 in |
Radius of Gyrations about Y-Y | ry | 2.48 in |
Moment of Inertia about X-X | Ix | 425 in4 |
Moment of Intertia about Y-Y | Iy | 95.8 in4 |
Elastic Section Modulus about X-X | Sx | 70.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 19.2 in3 |
Plastic Section Modulus about X-X | Zx | 77.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 29.1 in3 |
St. Venant Torsional Constant | J | 1.58 in4 |
Warping Torsion Constant | Cw | 3160 in6 |
Self Weight of section per foot | Weight | 53 lb/ft |
A W12X53 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 53 lb/ft and has a cross sectional area of 15.6 in2. The height and width of the section are 12.1 in and 10 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: