Structural sectional properties for a W10X33 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W10X33 |
Cross Sectional Area | A | 9.71 in2 |
Section Width | b | 7.96 in |
Section Depth | d | 9.73 in |
Flange thickness | tf | 0.435 in |
Web thickness | tw | 0.29 in |
Radius of Gyration about X-X | rx | 4.19 in |
Radius of Gyrations about Y-Y | ry | 1.94 in |
Moment of Inertia about X-X | Ix | 171 in4 |
Moment of Intertia about Y-Y | Iy | 36.6 in4 |
Elastic Section Modulus about X-X | Sx | 35 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.2 in3 |
Plastic Section Modulus about X-X | Zx | 38.8 in3 |
Plastic Section Modulus about Y-Y | Zy | 14 in3 |
St. Venant Torsional Constant | J | 0.583 in4 |
Warping Torsion Constant | Cw | 791 in6 |
Self Weight of section | Weight | 33 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W10X33 |
Cross Sectional Area | A | 6265 mm2 |
Section Width | b | 202 mm |
Section Depth | d | 247 mm |
Flange thickness | tf | 11 mm |
Web thickness | tw | 7.4 mm |
Radius of Gyration about X-X | rx | 106 mm |
Radius of Gyrations about Y-Y | ry | 49 mm |
Moment of Inertia about X-X | Ix | 71000000 mm4 |
Moment of Intertia about Y-Y | Iy | 15000000 mm4 |
Elastic Section Modulus about X-X | Sx | 574000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 151000 mm3 |
Plastic Section Modulus about X-X | Zx | 636000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 229000 mm3 |
St. Venant Torsional Constant | J | 243000 mm4 |
Warping Torsion Constant | Cw | 212000000000 mm6 |
Self Weight of section | Weight | 49 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W10X33 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 33 lb/ft and has a cross sectional area of 9.71 in2. The height and width of the section are 9.73 in and 7.96 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: